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Home My WebLink About50583-Z OF SOUryo`o Town of Southold * * P.O. Box 1179 53095 Main Rd uxn," Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46505 Date: 09/18/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 655 N Sea Dr Orient, NY 11957 Sec/Block/Lot: 15.-6-4 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/28/2024 Pursuant to which Building Permit No. 50583 and dated: 04/24/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with covered front and rear porches, finished basement and attached garage with unfinished attic space above as applied for. The certificate is issued to: North Sea Dev Inc Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0503 9/10/2025 ELECTRICAL CERTIFICATE: 50583 05/02/2025 PLUMBERS CERTIFICATION: John FerjXr 10/31/2024 Aut o ized Signature V7 TOWN OF SOUTHOLD <¢jg1)FFDi,��oGy �o BUILDING DEPARTMENT y x ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS . UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50583 Date: 4/24/2024 Permission is hereby granted to: Cody, James 48 Connelly Rd Huntington, NY 11743 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 655 N Sea Dr, Orient SCTM #473889 Sec/Block/Lot# 15.-6-4 Pursuant to application dated 2/28/2024 and approved by the Building Inspector. To expire on 10/24/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,932.00 CO-NEW DWELLING $100.00 Total: $3,032.00 Building Inspector SO�Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 ol��OUNTy,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Cody Address: 655 N Sea Dr City: Orient St: NY Zip: 11957 Building Permit#: 50583 Section: 15 Block: 6 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Prime Electric License No: 52402ME SITE DETAILS Office Use Only Indoor rv— Basement F' Service Solar (— Outdoor 1 st Floor 17 Pool r Spa F Renovation r 2nd Floor Hot Tub r Generator (— Survey Attic rrv Garage Battery Storage (— INVENTORY Service 1 ph Iv— Heat Duplec Recpt 75 Ceiling Fixtures 8 Bath Exhaust Fan 6 Service 3 ph F Hot Water Gas GFCI Recpt 10 Wall Fixtures 6 Smoke Detectors 4 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 80 CO Detectors Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO 5 Transfer Switch 200A UC Lights 40' Dryer Recpt Gas Emergency Strobe Heat Detectors 1 Disconnect Switches 60 4-LED Exit Fixtures Other Equipment: Fridge, DW, Oven, Hood, W/D, 200A Panel 65 Circuits 60 Used, 200A Transfer Switch- NO GENERATOR Notes: New Two Story w/ Finished Basement Inspector Signature: 4 Date: May 2, 2025 Sean Devlin Electrical Inspector sean.deviinl�D_town.southold.ny.us 655NSeaHouse o�*pF SOUr��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 �0 • �o sean.devlin(ccrD_town.southold.ny.us UNT`I, � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Cody Address: 655 N. Sea Dr city:Orient st: NY zip: 11957 Building Permit#: 50583 section: 15 Block: 6 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Prime Electric License No: 52402ME SITE DETAILS Office Use Only Residential X Indoor Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: (6) Circuit Panel / (2) Used Notes: Temp Service Only Inspector Signature: Date: August 29, 2024 S.Devlin-Cert Electrical Compliance Form D L4, C E U E SEP 15 2025 �OSUFFOI�co Town Hall Annex ��O Gy Telephone (631)765-1802 54375 Main Road BUIlding Departrne.,t C P. O. Box 1179 d Southold, NY 11971 095� �� cauta�ol • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:' 10/31/2024 Building Permit No. Owner: Nc)z (Please print) Plumber: John Ferber (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of DG 202rq JESSICA FINN Notary Public-State of New York N0.OIFIOO12618 Qualifted in Suffolk County MY Commission Expires Aug 24,2027 Notary Public,_ County 1 OF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �� 631-765-1802 INSPECTION [ ] F DATION 1 ST/ REBAR [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ -] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ))�ml) DATE �D INSPECTOR OF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] .ROUGH PLBG. [ ] FOUNDATION.2ND . [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ .] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION` [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: fr &A� DATE INSPECTOR 50UTyOlo # # TOWN'OF SOUTHOLD BUILDING DEPT. °y^ou , 631-765-1802 $ INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. r UNDATION 2ND. [ ] INSULATION/CAULKINGAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [. ] PRE C/O [ ] RENTAL REMARKS: 5" L DATE INSPECTOR pF SOUTy�� TOWN 'OF SOUTHOLD. BUILDING DEPT. IOU 631-765-1802 104 INSPEC ION [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [. ] f NDATION 2ND [ 1NSULATION/CAULKING [ FR MING /STRAPPING [ ] .FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL EMAR �✓ l000" R r mc, k �bkld' pm l � p !T v V, DATE o � - INSPECTOR so # T N F TH LD kILDIN O S O G DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ]. FIRE-RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 11A '0 cc- lu I DATE INSPECTOR �o,*UE SOUIyOIo # # TOWN OF SO-UTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] UGH.PLBG. [ ] FOUNDATION 2ND [v INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE. & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [- ] ' RENTAL (� REMARKS � �U t Pat� Z 5*,e �n Gvpo, . ® 6n6 .. a 6w oYv � IVl DATE INSPECTOR �O�aDE SOUIyO� - TOWN OF UTHOLD BUILDING DEFT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG'. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ]- FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) Y [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: v Y' n l 12 `v -� v�� DATE INSPECTOR g SOpl�o� # # TOWN OF SOUTHOLD BUILDING. DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [V FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: w vho� lAkal QVV 9\�- C . lei pol DATE - INSPECTOR -94�� Houle Energy Rating Certificate Rating Date: 2023-04-04 Projected Report Registry ID: Based on Plans Ekotrope ID: LZgWmX8d HERSO • - • • Home: 655 North home'sYour - is a relative -- -53performance score.The lower the number, Orient, NY the more energy efficient the home.To $ 2,076 • learn more,visit www.hersindex.com *Relative to an average U.S.home Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtiu] Annual Cost criteria of the following: Heating 61.2 $523 2020 New York ECCC Cooling 0.7 $44 2018 International Energy Conservation Code Hot Water 11.1 $55 Lights/Appliances 23.1 $1,535 Service Charges $192 Generation (e.g.Solar) 0.0 $0 Total: 96.0 $2,349 HIERS'Inclex Home Feature Summary: Rating Completed by: MoreFnergy HomeType: Single family detached Model: N/A Energy Rater: Michael Catalano Existin uo Community: N/A RESNETID: 0210214 Homesgiso 130 Conditioned;Floor Area: 2,906 ftz Rating Company: Green Guru LLC 320 Number of Bedrooms: 4 12 Arbutus Court Reference 210 too Primary Heating System: Furnace•Propane•95 AFUE 631-398-6906 Home FM Prima Cooling System: Air Conditioner•Electric•16 SEER 90 Primary 9 Y Rating Provider: RATERusa so Primary Water Heating: Residential Water Heater•Propane•0.95 Energy Factor PO BOX 1280 70 House Tightness: 3 ACH50 8SS-273-7872 *�•�.,, 60 Ventilation: 120 CFM•85 Watts•ERV50-6 Duct Leakage to Outside: 15 CFM @ 25Pa(0.95/100 ft� ( .y _ 40 This Home yayp�",sei P Above Grade Wails: R-2130 y , m. ,_. 10 Ceiling: Vaulted Roof,R-30 Zero Energy so Window Type: U-Value:0.29,SHGC:0.29 /'f&VLL[ I Home 0 Foundation Walls: N/A Michael Catalano,Certified Energy Rater V•mrsstsrar LessHncra Framed Floor Digitally 9_ R-38 Di itall signed:5/22/23 at 12:33 PM • • • The • • 1 • • • .• -from the Approved R •Provider- This reportdoes not • s or guarantee. IECC 2618 Performance Compliance Property Organization Inspection Status 655 North Sea Drive Green Guru LLC Results are projected Orient, NY 11957 Michael Catalano 0210214.309D.655NorthSeaDrivel11 Builder Thjs report is based on a proposed design and does not confirm field enforce:ment-of design elements. Annual Energy Cost l Design IECC 2018 Performance As Designed Heating $3 0.07 $2,604 Cooling $113 $94 Water Heating $687 $687 Mechanical Ventilation $73 $131 - - = SubTotal Used to determine compliance v: $r3 881 _ s $3,5-- Lights&Appliances wlout Ventilation $1,061 $1,061 Onsite generation `$0 $0 Total _.._: - . 4942 _...." $4,577 R405,3.Source Energy Exception:The proposed home uses 11 MBtu LESS source energy than the reference home. .Requirements proposed house eets the IEC 20 rgy R405 3 = Performance based compliance passes by 9 4% The m C 18 Performance reference ene bill _ = requirement by$36s26(13.4'MBtu):. _ R402:4.1.2 Air Leakage Testing _ Air sealing is 3.00 ACH at50 Pa.It must not exceed 3.00 ACH at 50 Pa. RQ02 5' _ Area=weighted_average enestrat on SHGC Area weighted average fenestrator S0 is 0 293 The mawmum allowed value is ----- ---------- --- R402.5 Area-weighted average fenestration U-Factor := R4041 _ Lighting Egwpment = 0 0%of _ _ = ----- are=. _ efficacy 9-- - fixtures shall be high efficacy lamps currently 10 high R403-6.1 Mechanical Ventilation Efficacy Mandatory code requirements that are not_ ' Mandatory Checklist - 2018 IECC Mandatory Checklist musltie checked as complete _ chec[cedvk Ekotrope,must be met IRC M1505.4.3 Mechanical Ventilation Rate R405 2 Duct=lnsulaUon = All ducts outside the-thermal envelope must be insulated to at Ib9f 0 _ Design exceeds requirements for IECC 2018 Performance compliance by 9.4%. As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created In accordance vrith the requirements of Chapter 4 of the adopted international Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application. If rating is Confirmed, I certify that the address referenced above has been. Inspectedltested and that the mandatory provisions of the IECC have been installed to meet or exceed the Intent of the IECC:or wllt be verified as such by another party. Name: Michael-Catalano Signature: _ - Organization: Green Guru LLC Digitally signed: 5/22/23 at 12:33 PM Ekotrope RATER-Version 4.0.2.31-6..2 IECC 2018 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNETAccredited HERS Rating Tool.All results are based on data jentered by Ekotrope users. Ekotrope disclaims all liability for the information shown 66 this report. New York ECCC 2020 Performance Compliance Property Organization Inspection Status 655 North Sea Drive Green Guru LLC Results are projected Orient, NY 11957 Michael Catalano 0210214.309D.655NorthSea Drivel 11 Builder This report is based on a proposed design and does not confirm:field enforcement of design elements. Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating $3,485 $2,604 Cooling $115 $94 Water Heating $687 $687 Mechanical Ventilation $37 - $131 Si bTotal -Used to determine co-m harice r Lights &Appliances w/out Ventilation $1,061 $1,061 Onsite generation _ $0 $0 R405.3 Source Energy Exception:The proposed home uses 24.8 MBtu LESS source energy than the reference home. Requirements R405.3 Performance-based compliance passes by 18.7°o The proposed house meets fh_e New York ECCC 2020 Performance reference _ - energy.bill°regwrp Meat b S808.83 24:8 MBtu_-. -- -- y ) _ 13402.4:1.2 Air Leakage Testing Air sealing is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. - Area weighted aveaage fenestratiorf SAGC i_s 0.293.The maximum allowed value is 11402.5 Area-weighted average fenestration SHGG _ _ [No Limd];_` R402.5 Area-weighted average fenestration U-Factor 11404.1 Lighting Equipment_ At least 90 0%of fixtures shall be high-efficacy lamps;currently 100.0%are high- -- =-ef6cac R403.6.1 Mechanical Ventilation Efficacy Mandatory code requirements that are not - MaMatpry,Checklist New York 2020 Mandatory Requirements,must be checked as complete. checked by-Ekotrope:nust be met = R403.6 Mechanical Ventilation Rate R405.2. .; Duct Insulation All ducts outside the-thermal envelope must be insulated to at least R6.0 Design exceeds requirements for New York ECCC 2020 Performance compliance by 18.7%. As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application-,If rating is Confirmed, I certify that the address referenced above has been Inspected/tested and that the mandatory provisions of the IECC have been Installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Catalano Signature: Organization: Green Guru LLC Digitally signed: 5/22/23 at 12:33 PM Ekotrope RATER-Version 4.0.2.3162 New York ECCC 2020 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RES NET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. 655 North Sea Drive Orient, NY 11957 Builder_ This report is based on a proposed design and does not confirm field enforcement of design elements. ' THIS HOME IS CERTIFIED TO MEET THE i i O 7, 2020 ENERGY CODE 3 Building Features Ceiling Vaulted Roof, R-30 Duct Supply R-8.0, Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside 15 CFM @ 25Pa(0.95/ 100 ftz) l Foundation Walls N/A Total Duct Leakage 40 CFM @ 25Pa (Post-Construction) Framed Floor R-38 Heating Furnace- Propane-95 AFUE F i Slab N/A Cooling Air Conditioner- Electric- 16 SEER _ t I Infiltration 3 ACH50 Water Heating Residential Water Heater- Propane -0.95 Energy Factor Window U-Value: 0.29, SHGC: 0.29 _ x I i 1 i As a 3rd party extension of the code jurisdiction utilizing these reports,1 certify that this energy code compliance document has been created in accordance with the requirements of j� Chapter 4 of the adopted International Energy,Conservation Code based on SUFFOLK County.It rating is:Projected,I certify that the building,design described herein is consisten[with the f building plans,specifications,and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspectedltesteid and z that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. j y Name: Michael Catalano Signature: /`l��c �('CccCGitr4 Organization: Green Guru LLC Digitally signed: 5122/23 at 12:33 PM I Q Ekotrope RATER-Version 4.0.2.3162 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNETAcaedited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report Home Energy Rating Certificate Rating Date: 2025-05-06 Final Report Registry ID: 604911969 Ekotrope ID: LZgWmX8d NorthHERS' Index Score: Annual Savings Home: 655 home'sur - score. NY 11957 performance y1e0arn more, visit - 4 • r the number, Builder: - energy -nt - home. - - • • Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 63.7 $1,169 � -��'�; 2020 New York ECCC Code Cooling 0.8 $53 _ 2018 International Energy Conservation Code Hot Water 10.4 $127 Lights/Appliances 29A $1,786 Service Charges $204 a C`%1j Generation(e.g.Solar) 0.0 $0 Total: 104.3 $3,339 o, w Home Feature Summary: UA co B 9 Rating Completed by: M—Emgy HomeType: Single family detached ' Model: N/A Energy Rater: Michael Catalano 150 "------_� RESNETID: 0210214 Existing ,co Community: N/A -a Homes ,so Conditioned Floor Area: 4,390 ft2 Rating Company: Green Guru LLC 120 Number of Bedrooms: 4 12 Arbutus Court Reference i 3ioo Primary Heating System: Furnace•Natur as•9 FUE 631-398-6906 Home v 9e Primary Cooling System: Air Conditio •Electric•1 EER2 Rating Provider: RATERusa 8o Primary Water Heating: Residential ater Heater•Nat ral Gas•0. 5 Energy PO BOX 1280 70 Factor r 85 273-7872 +•' . so House Tightness 1131 C 50(1.78 ACH50) so Ventilation: 114 CF 42 Watts•ERV40 This Home Duct Leakage to Outside: 15 CFM 25Pa(0.95/100 f 200 Above Grade Walls: R-21 Zero Energy ,o Ceiling: Vaulted Roof,R-30 w ��2[9- Hog 0 Window Type: U-Value:0.29,SHGC:0.28 I /wv) ►Ir Michael Catalano,Certified Energy Rater Loss Energy Foundation Walls: R-10 Digitally signed:9/14/25 at 10:12 AM Framed Floor. N/A Ekotrope RATER-VersionA-023708 The Energy Rating Disclosure forthis home is availablefrom the Approved Rating Provider. • • • reportibis does notconstitute, or guarantee. IECC 2018 Performance Compliance Property Organization Inspection Status 655 North Sea Drive Green Guru LLC 2025-05-06 Orient,NY 11957 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.309.655North5eaDrive11957 Builder (Confirmed) James Cody Annual Energy Cost Design IECC 2018 Performance As Designed Heating $1,490 $1,274 Cooling $104 $92 Water Heating $280 $280 Mechanical Ventilation $90 $65 SubTotal-Used to determine compliance $1,964 $1,710 Lights&Appliances Wout Ventilation $1,333 $1,333 Onsite generation .$0 $0 Total $3,297 $3,043 R405.3 Source Energy Exception:The proposed home uses 17A MBtu LESS source energy than the reference home. Requirements R4053 Performance-based compliance passes by 12.9% The proposed house meets the IECC 2018 Performance reference energy bill requirement by$253.83(17.4 MBtu). ® R402.4.1.2 Air Leakage Testing Air sealing is 1.78 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. ® R4025 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.287.The maximum allowed value is[No Limit]. ® R4025 Area-welghted average fenestration U-Factor ® R404.1 Lighting Equipment R403.6.1 Mechanical Ventilation Efficacy ® R40333 Duct Testing Mandatory Checklist Mandatory code requirements that are not checked 2018 IECC Mandatory Checklist must be checked as complete. by Ekotrope must be met IRC M1505A3 Mechanical Ventilation Rate ® R405.2 Duct Insulation All ducts outside the thermal envelope must be insulated to at least R6.0. Design exceeds requirements for IECC 2018 Performance compliance by 12.9%. Asa 3rd party extension of the code jurisdiction utilizing these reports,I certify thatthis energy code compliance document has been created In accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans, specifications,and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been Installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Catalano Signature: 11("4d Organization: Green Guru LLC Digitally signed: 9/14/25 at 10:12 AM Ekotrope RATER-Version 4.0.2.3708 IECC 2018 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report ! 655 North Sea Drive Orient, NY 11957 Builder:James Cody THIS HOME IS CERTIFIED TO MEET THE I 2018 INTERNATIONAL • • CODE f Building Features Ceiling Vaulted Roof,R-30 Dud Supply R-8.0,Return R-8.0 I Above Grade Walls R-21 Dud Leakage to Outside 15 CFM @ 25Pa(0.95/100 fe) Foundation Walls R-10 Total Dud Leakage 45 CFM @ 25Pa(Post-Construction) Framed Floor N/A Heating Furnace-Natural Gas.95 AFUE Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Conditioner-Electric-16 SEER2 Infiltration 1131 CFM50(1.78 ACH50) Water Heating Residential Water Heater-Natural Gas-0.95 Energy Factor Window U-Value:0.29,SHGC:0.28 i k f Asa 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on sUFFOLKCounty.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions ofhe IKC jhave been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Catalano Signature: u Organization: Green Guru LLC Digitally signed: 9/14125 at 10:12 AM i Ekotrope RATER-Version 4.0.2.3708 20181ECC compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. New York ECCC 2020 Performance Compliance Property Organization Inspection Status 655 North Sea Drive Green Guru LLC 2025-05-06 Orient,NY 11957 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.309.655North5eaDrive11957 Builder (Confirmed) James Cody Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating $1,610 $1,274 Cooling $105 $92 Water Heating $280 $280 Mechanical Ventilation $45 $65 SubTotal-Used to determine compliance $2,039 $1,710 Lights&Appliances w/out Ventilation $1,333 $1,333 Onsite generation $0 $0 Total $3,372 $3,043 Source Energy Exception:The proposed home uses 23 MBtu LESS source energy than the reference home. Requirements ® R4053 Performance-based compliance passes by 16.2% The proposed house meets the New York ECCC 2020 Performance reference energy bill requirement by$329S3(23.0 MBtu). R402.4.1.2 Air LeakageTesting Air sealing Is 1.78 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. ® R402S Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.287.The maximum allowed value is[No Limit]. ® R4025 Area-weighted average fenestration U-F actor 11404.1 Lighting Equipment 11403.6.1 Mechanical Ventilation Efficacy R40333 Duct Testing Mandatory Checklist Mandatory code requirements that are not checked New York 2020 Mandatory Requirements must be checked as complete. by Ekotrope must be met. R403.6 Mechanical Ventilation Rate ® 11405.2 Duct Insulation All ducts outside the thermal envelope must be insulated to at least R6.0. Design exceeds requirements for New York ECCC 2020 Performance compliance by 16.2%. As a 3rd party extension of the code jurisdiction utilizing these reports,I certify thatthis energy code compliance document has been created In accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans, specifications,and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the Intent ofthe IECC orwlll be verified as such by another party. Name: Michael Catalano Signature: / t"ad ea&&191 Organization: Green Guru LLC Digitally signed: 9/14/25 at 10:12 AM Ekotrope RATER-Version 4.0.2.3708 NewYork ECCC 2020 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disdaims all liability for the information shown on this report 1 655 North 5ea Drive Orient, NY 11957 Builder:James Cody THIS HOME IS CERTIFIED TO MEET THE NEW YORK2020 jENERGY CODE t Building Features i 1 i Ceiling Vaulted Roof,R-30 Dud Supply R-8.0,Return R-8.0 i j Above Grade Walls R-21 Dud Leakage to Outside 15 CFM @ 25Pa(0.95/100 ff) 4 Foundation Walls R-10 Total Dud Leakage 45 CFM @ 25Pa(Post-Construction) Framed Floor N/A Heating Furnace-Natural Gas-95 AFUE ! Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Conditioner-Electric-16 SEER2 i r Infiltration 1131 CFM50(1.78 ACH50) Water Heating Residential Water Heater-Natural Gas-0.95 Energy Factor Window U-Value:0.29,SHGC:0.28 i Asa 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.lf rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions ofthe IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Catalano Signature: lif"ad ea&1alt'a 4 Organization: Green Guru LLC Digitally signed: 9/14/25 at 10:12 AM t i Ekotrope RATER-Version 4.0.23708 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATUrs energy and code compliance algorithm,including appropriate amendments. P 9 P 9Y P 9 9 Ekotrope RATER is a RESNET Accredited HERS Rating TaoL All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report Energy Code Inspection Checklist Property Organization Inspection Status 655 North Sea Drive Green Guru LLC 2025-05-06 Orient,NY 11957' Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.309.655NorthSeaDrive11957 Builder (Confirmed) James Cody General Building Information Conditioned Area(sq ft) 4,390 Conditioned Volume(cubic ft) 38,026 Insulated Shell Area(sq ft) 8,104.5 The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab Name:Slab(1,484 s.f.,198 ft.exterior perimeter) R-0 perimeter insulation,R-0 under slab insulation. Framed Floor None Present Foundation Wall Name:FDW(Exterior Perimeter(ft]:198,Height Above Grade[ft]:1.5,Depth Below Grade[ft]:7) R-10 continuous insulation,R-0 cavity insulation Insulation Grade:I Fully insulated(top to bottom) Above Grade Wall Name:Walls(2,941 s.f.) R-0 continuous insulation,R-21 cavity insulation Insulation Grade:I Name:Walls Garage(196 s.f.) R-0 continuous insulation,R-15 cavity insulation Insulation Grade:I Rim Joist 1 El Name:Band(100 s.f.) R:21.00 Y Energy Code Inspection Checklist Property Organization Inspection Status 655 North Sea Drive Green Guru LLC 2025-05-06 Orient,NY 11957 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.309.655NorthSeaDrive11957 Builder (Confirmed) James Cody Name:Rim(114.5 s.f.) R:21.00 Ceiling/Roof El Name,Ceiling (1,586 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:I Opaque Door ElName:Doors (85.67 s.f.) R:2.80 Name:Basement Door(23 s.f.) R:2.80 Glazing El Name:Front Door Window(31.9 s.f.), U:0.290, SHGC:0.28, Orientation:NORTH El Name:Side Lights(5.8 s.f.), U:0.290, SHGC:0.28, Orientation:NORTH 11 Name:2W(30.7 s.f.), U:0.290, SHGC:0.28, Orientation:NORTH El Name:2W(30.7 s.f.), U:0.290, SHGC:0.28, Orientation:NORTH Name:3W(26.1 s.f.), U:0.290, SHGC:0.28, Orientation:NORTH Name.2W(30.7 s.f.), U:0.290, SHGC:0.28, Orientation:NORTH Name:2W(30.7 s.f.), U:0.290, SHGC:0.28, Orientation:NORTH Name:4W(7.8 s.f.), U:0.290, SHGC:0.28, Orientation:NORTH 2 El Name:5W(25.8 s.f.), U:0.290, SHGC:0.28, Orientation:NORTH Energy Code Inspection Checklist Property Organization Inspection Status 65S North Sea Drive Green Guru LLC 2025-05-06 Orient,NY 11957 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.309.655North5eaDrive11957 Builder (Confirmed) James Cody Name:6W(7.5 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH Name:6W(7.5 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH Name:2W(26.1 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH Name:7W(5.4 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH Name:7W(5.4 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH Name:8W(7.8 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH Name:9W(17.4 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH Name:9W(17.4 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH Name:10W(20.7 s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH Name:11W(25.8s.f.), U:0.290, SHGC:0.28, Orientation:SOUTH Name:Slider#2(47.7 s.f.), U:0.300, SHGC:0.31, Orientation:SOUTH Name:Slider(23.8 s.f.), U:0.300, SHGC:0.31, Orientation:SOUTH Name:Side Door(10.8 s.f.), U:0.300, SHGC:0.31, Orientation:NORTH Name:W12(17.2 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:W13(7.8 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:W14(7.8 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Skylight 3 None Present Energy Code Inspection Checklist Property Organization Inspection Status 655 North Sea Drive Green Guru LLC 2025-05-06 Orient,NY 11957 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.309.655North5eaDrive11957 Builder (Confirmed) James Cody Mechanical Ventilation Mechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing controls. System type:ERV,24 hrs/day,42 Watts Mechanical Equipment AH1-Basemnet•Electric•25%Cooling Load @ 16 SEER2 AH2-First Floor•Electric•38%Cooling Load @ 16 SEER2 AH3-Upper•Electric•38%Cooling Load @ 16 SEER Instant Boiler•Natural Gas•100%Heating Load @ 95 AFUE Water Heating •Natural Gas•100%Hot Water Load @ 0.95 Energy Factor Air Leakage Control Test Status:Blower-door tested House is air-sealed as to achieve 1,131 CFM50(1.78 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. 2024 IECC Infiltration limit for the design home is 4 ACH50. 4 Energy Code Inspection Checklist Property Organization Inspection Status 655 North Sea Drive Green Guru LLC 2025-05-06 Orient,NY 11957 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.309.655North5eaDrive11957 Builder (Confirmed) James Cody Duct Leakage Duct System 1 All ducts and equipment within conditioned space Leakage to Outside specified as:15 CFM @ 25Pa(1.01/100 ft2) Total Leakage specified as:45 CFM @ 25Pa(Post-Construction) Duct System 2 All ducts and equipment within conditioned space Leakage to Outside specified as:15 CFM @ 25Pa(0.95/100 ft)- Total Leakage specified as:45 CFM @ 2513a(Post-Construction) Duct System 3 All ducts and equipment within conditioned space Leakage to Outside specified as:15 CFM @ 25Pa(1.14/100 ft) Total Leakage specified as:45 CFM @ 25Pa(Post-Construction) Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test:Duct Leakage to Outdoors<=8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25/100 sq ft CFA. Rough in Test without AH U:Total Duct Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths: Postconstruction Leakage Test Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/100 sq ft CFA. * Note:IECC 2021 requires Total Duct Leakage<=8 CFM25/100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project Notes 5 Building Summary Property Organization Inspection Status 655 North Sea Drive Green Guru LLC 2025-05-06 Orient,NY 11957 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered(Confirmed) 0210214.309.655NorthSeaDrivell957 Builder James Cody General Building Information Number Of Bedrooms: 4 Number Of Floors: 2 Conditioned FloorArea[sq.ft.]: 4,390 Has Electric Vehicle Ready Space: No Unconditioned,attached garage? Yes Conditioned Volume[cu.ft]: 38,026 Total Units in Building: 1 Residence Type:Single family detached Number of Floors in Building: NIA Floor Number. NIA Model: N/A Community: RESNET/IECC 2006-2018 Climate Zone: 4A IECC 2021 Climate Zone: 4A Envelope Components Foundation Wall Name Library Type Height Above Grade Depth Below Grade Perimeter Location Enclosing FDW R-10 Draped,Full 1.5 ,7 198 Exposed Exterior Conditioned Space Foundation Wall Library List Name Feet From Wall Top To Feet From Wall Top Tb Is Fully Insulated Continuous R-value Cavity R-value Effective Insulation R- Continuous Insulation Continuous Insulation value Top Bottom r Jj R-10 Draped,Full NIA NIA Yes 10.00 NIA N/A Name Library Type Perimeter Floor Grade Carpet R Exposed Masonry Surface Area Location Enclosing Slab Slab 198 Below Grade 2 0 1,484.0 ftz Exposed Exterior Conditioned Space S - ----- --- ---- - - - - -- - ----- - -- ----- lab Library List Name Wall Construction Slab Completely Underslab Perimeter Perimeter _ Perimeter Thermal Break Effective R-value Type Insulated? Insulation Width Insulation Depth Insulation R Value Insulation Is p ft] it] Exterior Slab Wood Frame/ No 0 0 0 No No 0.00 it Other Rim Joist Name Library Type Surface Area Location Effective Insulation R-value i, Band R 21.0 100.0 ft2 Exposed Exterior 21.00 Rim R 21.0 114.5 R2 Exposed Exterior 21.00 Wall I� Name Library Type Surface Color Solar Absorptance Surface Area Location Effective R-value Walls R-21 Medium 0.75 2,941.0 112 Exposed Exterior 17.767 Walls Garage R-15 Medium 0.75 196.0 ft2 Unconditioned,attached 13.008 n garage 1 Building Summary Property Project&Plan Organization Inspection Status 665 North Sea Drive 0210214.309.655NorthSeaDrive11957 Green Guru LLC 2025-05-06 Rater ID(RTIN):02102• Orient,NY 11957 Michael Catalano Builder James Cody ,Glazing- -- --- -------- ---- __ _ ___._--- -- ----------_ -__ ._. --- -- __ - __ - -_ - -- -- .__w ...- - --- - --- - _ -- Name Library Type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area d Assignment Wall Depth Top Bottom Assignment 10W Wood Window Walls Yes 1 3-8 7.75 South 20.7 tt' 29.28 11W Wood Window Walls Yes 1 1 4.33 South 25.8ft2 29.28, li 2W Wood Window Walls Yes 1. 6.7 10.58 North 30-7 ft' 29.28 2W Wood Window Walls Yes 1 6-7 10.58 North 30-7 ft2 29.28 2W Wood Window Walls Yes 1 1.33 5-25 North 30.7 1`12 29.28 2W Wood Window Walls Yes 1 1.33 5.25 North 30.7 ft2 29.25 2W Wood Window Walls Yes 1 1 4.33 South 26.1112 29.28 3W Wood Window Walls Yes 1 6.7 10 North 26.1 ft2 29.28 d 4W Wood Window Walls Yes 1 2.6 5.92 North 7-8 ft2 29.28 5W Wood Window Walls Yes 1 0.8 4.17 North 25.8 ft2 29.28 6W Wood Window Walls' Yes 1 1 4.33 South 7.5 ft2 29.28 6W Wood Window Walls Yes 1 1 4.33 South 7.5 ft' 29.28 k 7W Wood Window Walls Yes 1 1 3.33 South 5.4 1? NpNpNpp 29.28 7W Wood Window Walls Yes 1 1 3.33 South 5-4 112 -- - 29.28 ---- - 8W Wood Window Walls Yes 1 12 15.33 South 7-8 ft2 29.28 jl 9W Wood Window Walls Yes 1 5.8 9.17 South 17-4 ft2 6ryy 29.28 9W Wood Window Walls Yes 1 5.8 9.17 South 17.4 ft2 29.28 Front Door Wood Window Walls Yes 10.6 1.25 8.33 North 31.9 ft2 Window 29.28 Side Door DoubleHung Walls Yes 1 1 6.42 North 10.8 ft2 30U.31 Side Lights Wood Window Walls Yes 10.5 1.25 7.08 North 5.B ft2 29.28 Slider DoubleHung Walls Yes 1 1 6.5 South 23-8 ft2 301.1.31 Slider#2 DoubleHung Walls Yes 1 1 6.5 South 47-7 112 30U.31 W12 400Ser- Walls Yes 1 4.9 8.25 West 17.2 ft2 V1Wood30.30 W13 4005er- Walls Yes 1 4.9 8.25 West 7.8ft2 V/Wood30.30 W14TT 400Ser- Walls MT Yes 4.9 8.25 West 7-8ft2 VlWood30.30 Glazing Library List Name Shgc U-factor 400Ser-V/Wood30-30v 0.3 0.300 DoubleHung.301.1.31 0.31 0.300 Wood Window.29.28 0.28 0.290 2 Building Summary Property Project&Plan Organization Inspection Status 655 North Sea Drive 0210214.309.655NonhSeaDrive11957 Green Guru LLC 2025-05-06 Rater ID(RTIN):02102• Orient,NY 11957 Michael Catalano Builder James Cody Opaque Door Name Library Type Wall Foundation Emittance Solar Surface Color Surface Area Location Effective R. ! Assignment Wall Absorptance value Assignment N Basement Door 2-1/4 Wd solid FDW 0.9 0.75 Medium 23.0 ft'Exposed Exterior 2.80 core jDoors 2-1/4 Wd solid Walls 0.9 0.75 Medium 85.7 ft'Exposed Exterior 2.80 N core j Roof Insulation l Name Library type Attic Exterior Clay or Does the Roof Effective R- Surface Color Solar Surface Area Location Area[fN] Concrete Roof have Eaves? Value after Absorptance i� Tiles eaves Ceiling R-30,Attic 1.586 No No Medium 0.75 1,586.0 it' Vaulted Roof - -- -- — — a —_— — --_— _-A_ — -- - --�- — -- 7 Roof Insulation Library List Whole House Infiltration Name Has Radiant Barrier Effective R-value Infiltration Measurement Type Shelter Class R-00,Attic No 24.589 1131 CFM at 50 Pa Blower-door tested 2 Mechanicals, Lights&Water { Mechanical Ventilation Ventilation type Ventilation Rate[fY/ Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer Minute] perday three hours Percent i ERV 114 CFM 24 42 Watts Yes 72 Lighting II %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting �I Lighting Lighting Lighting I. i 0 100 0 100 0 100 J Conditioning Equipment 1; Name Library Type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load AH1-Basemnet 16SEER2 A/C 2 ton 0% 25% 0% Conditioned Space AH2-First Floor 16SEERA/C 3ton 0- % � 4'a 38% 0%u Conditioned Space AH3-Upper 16SEER2 A/C 3 ton 0% 38% 0% Conditioned Space Instant Boiler Inst.GasBolI120k95e 100% 0% 0% Conditioned Space Water Heating Demand-Gas95ef 0% 0% 100% Conditioned Space Equipment Type: 16SEER A/C 3ton Equipment Type: 16SEER2 A/C 2 ton i �, Equipment Type Air Conditioner Equipment Type Air Conditioner 11 Fuel Type Electric Fuel Type Electric Distribution Type Forced Air Distribution Type Forced Air Motor Type ECM(Variable Speed) ! Motor Type ECM(Variable Speed) j' Heat Pump System Type Ducted Split System Heat Pump System Type Ducted Split System Cooling Efficiency 16 SEER2 Cooling Efficiency 16 SEER2 �. Cooling Capacity[kBtufh] 36 Cooling Capacity[kBtu/hl 24 3 Building Summary Property Project&Plan Organization Inspection Status 655 North Sea Drive 0210214.309.655NodhSeaDrive11957 Green Guru LLC 2025-05-06 Rater ID(RTIN):02102• Orient,NY 11957 Michael Catalano Builder James Cody Equipment Type: 16SEER2 A/C 3 ton I Equipment Type: Demand-Gas95ef j; Equipment Type Air Conditioner Equipment Type Residential Water Heater Fuel Type Electric Fuel Type Natural Gas Distribution Type Forced Air Distribution Type Hydronic Delivery(Radiant) Motor Type ECM(Variable Speed) Hot Water Efficiency 0.95 Energy Factor Heat Pump System Type Ducted Split System Tankless? Yes Cooling Efficiency 16 SEER Cooling Capacity[kBtuth] 36 Equipment T e:1nst.GaSBo11120k95e _- ° Distribution System YP _ I _ Equipment Type - _ —------ Fumace !- _- ~- Distribution Type — — -- Forced Air - Fuel Type Natural Gas Heating Equipment Instant Boiler Distribution Type Forced Air P Cooling Equipment AH1-Basemnet 1� Motor Type ECM(Variable Speed) Sq.Feet Served 1,484 u Heating Efficiency 95 AFUE #Return Grilles 1 Heating Capacity[kBtu/h] 120 Supply Duct R Value 8 Use default EAE No !' Return Dud R Value 8 EAE[kWh] 1,121 Supply Dud Area[ftJ 400.68 Retum Dud Area[ft2) 74.2 }; Leakage to Outdoors 15 CFM @ 25Pa(1.01/100 1112) Total Leakage 40 CFM25 Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Duct 1 i Dud Location Conditioned Space Percent Supply Area 100 Percent Retum Area 100 t 'Distribution System Distribution System Distribution Type Forced Air Distribution Type - Forced Air Heating Equipment Instant Boiler Heating Equipment Instant Boiler y Cooling Equipment AH2-First Floor F Cooling Equipment AH3-Upper Sq.Feet Served 1,586 a Sq.Feet Served 1,320 #Return Grilles 1 #Return Grilles 1 Supply Dud R Value 8 Supply Dud R Value 8 Return Duct R Value 8 Return Dud R Value 8 Supply Dud Area[ft2] 426.6 Supply Dud Area[ft9 356.4 Return Duct Area[ft2] 79 Return Dud Area[119 66 Leakage to Outdoors 15 CFM @ 25Pa(0.95/100 f12) ' Leakage to Outdoors 15 CFM @ 25Pa(1.14/100 W) j: Total Leakage 45 CFM25 t Total Leakage 45 CFM25 Total Leakage Dud Test Conditions Post-Construction Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Use Default Flow Rate Yes Duct 1 Duct 1 Duct Location Conditioned Space Duct Location Conditioned Space Percent Supply Area 100 Percent Supply Area 100 h Percent Return Area 100 Percent Retum Area 100 4 Building Summary Property Project&Plan organization Inspection Status 655 North Sea Drive 0210214.309.655NorthSeaDrtve11957 Green Guru LLC 2025-05-06 Rater ID(RTIN):02102, Orient,NY 11957 Michael Catalano Builder James Cody Water Distribution Water Fixture Type _ Standard Use Default Hot Water Pipe Length No I, Hot Water Pipe Length[ft] 45 II At Least R3 Pipe Insulation? Yes I; Hot Water Recirculation System? No hDrain Water Heat Recovery? No Appliances Clothes Dryer Clothes Washer I y, Cef 2.32 f Label Energy Rating 152 kWh/Year d Fuel Type Electric Annual Gas Cost $12.00 Field Utilization Moisture Sensing Electric Rate $0.1211cWh Is Outside Conditioned Space No i Gas Rate $1.09fTherm e Defaults Type Custom Capacity 4.2 Is Ventless No , Imef 2.06 Is Heat Pump No Defaults Type ENERGY STAR G a Clothes Dryer Available Yes Load Type Front-load Loads Per Week 6 Is Outside Conditioned Space No Clothes Washer Available Yes !'Dishwasher ''Appliances and Controls Dishwasher Defaults Type ENERGY STAR Standard Programmable thermostat? Yes !i Dishwasher Size Standard Range/Oven Fuel Natural Gas Ii Dishwasher Efficiency 270 kWh Convection Oven? Yes Annual Gas Cost $22.23 Induction Range? Yes �hhh Electric Rate $0.12/kWh Range/Oven Outside Conditioned No Gas Rate $1.09/Therm Space? Is Outside Conditioned Space No Refrigerator Consumption 691 kWhNear Dishwasher Available Yes Refrigerator Outside Conditioned No Space? Components Not Found:Framed Floor,Skylight,Onsite Generation,Solar Generation,Dehumidifier,Whole House Fan,Whole House Fan Library List,HVAC Grading(Not Conducted),Ceiling Fan,Notes 5 Builder Affidavit Property Organization Inspection Status 655 North Sea Drive Green Guru LLC 2025-05-06 Orient,NY 11957 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.309.655NorthSeaDrive11957 Builder (Confirmed) James Cody Important Notice to Builder Builder affirms in this affidavit that all building characteristics described in the Building Summary Report accurately reflect this New Home.Builder agrees to allow the Home Energy Rating System(HERS)Provider and/or Rater to verify building characteristics of this New Home fully at the HERS Rater/Provider's discretion.The HERS Provider and Rater do not create or imply any duty or obligations to Builder or any subsequent owner.Builder is responsible for taking any actions necessary to protect Builder's interest.There is no guarantee or warranty whatsoever expressed or implied from the HERS Provider or Rater. HERS®Index Score:48 Builder Name:James Cody Builder Signature: Name: Michael Catalano Signature: I(Wklwd ea&" Organization: Green Guru LLC Digitally signed: 9/14/25 at 10:12 AM Ekotrope RATER-Version 4.0.2.3708 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report 45L Tax Credit (Pre-2023) Property Organization Inspection Status 655 North Sea Drive Green Guru LLC Results are projected Orient, NY 11957 Michael Catalano 0210214.309D.655NorthSea Drivel 1! Builder Projected Rating: Based on Plans - Field Confirmation Required This report is valid for new homes sold prior to 111/2023. Normalized Modified End-Use Loads (MBtu I Envelope Loads (MBtu I year) year) Category 2006 IECC As Designed Category 2006 IECC 50% As Designed 90%Target Target Heating 66.4 45.4 Heating 36.9 35.4 Cooling 2.4 2.1 Cooling 1.4 1.3 Total 68.8 47.5 Total 38.3 36.7 Building Features Ceiling U: 0.033 Heating System: Furnace• Propane .95 AFUE Wall U: 0.058 Cooling System: Air Conditioner• Electric• 16 Framed Floor U: 0.032 SEER Slab R: N/A Duct Leakage to Outside: 15 CFM @ 25Pa (0.95/ 100 Glazing Properties: U-Value: 0.29, SHGC: 0.29 ft.) This home meets the requirements for the residential energy efficiency tax credit under section 1332, Credit for Construction of New Energy Efficient Homes, of the Energy Policy Act of 2005. Builder should verify that the 45L Tax Credit is available for the year in which this home was built. The undersigned certifier verifies that: (1)The dwelling unit has a projected level of annual heating and cooling energy consumption that is at least 50 percent below the annual level of heating and cooling energy consumption of a reference dwelling unit in the same climate zone; (2)Building envelope component improvements alone account for a level of annual heating and cooling energy consumption that is at least 10 percent below the annual level of heating and cooling energy consumption of a reference dwelling unit in the same climate zone;and (8)Heating and cooling energy consumption have been calculated in the manner prescribed in section 2.03 of this notice. (4)Field inspections of the dwelling unit(or of other dwelling units under the ENERGY STAR®for Homes Sampling Protocol Guidelines)performed by the eligible certifier during and after the completion of construction have confirmed that all features of the home affecting such heating and cooling energy consumption comply with the design specifications provided to the eligible certifier. "Under penalties of perjury, I declare that I have examined this certification,including accompanying documents,and to the best of my knowledge and belief,the facts presented in support of this certification are-true,correct, and complete." Name: Michael Catalano Signature: /`�l[cc Came Organization: Green Guru LLC Digitally signed: 5122123 at 12:33 PM Met W2fld 6�--Js "T'402i& Ekotrope RATER-Version 4.0.2.3162 All results are based on data en red by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Energy Code Inspection Checklist Property Organization Inspection Status 655 North Sea Drive. Green Guru LLC Results are projected Orient, NY 11957 Michael Catalano 0210214.309D.655NorthSeaDrive11s Builder i General Building Information Conditioned Area (sq ft) 2,906 Conditioned Volume (cubic ft) 27,474 Insulated Shell Area (sq ft) 6,653.5 The building energy model in Ekotrope reflects the building assemblies and energy features listed below. Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab None Present Framed Floor Name: First Floor(1,586 s.f.) R-0 continuous insulation, R-38 cavity insulation Insulation Grade: 1 Foundation Wall None Present Above Grade Wall Name:Walls(2,941 s.f.) R-0 continuous insulation, R-21 cavity insulation Insulation Grade: I Name:Walls Basement(130 s.f.) R-0 continuous insulation, R-15 cavity insulation Insulation Grade: I Name:Walls Garage (196 s.f.) R-0 continuous insulation, R-15 cavity insulation Insulation Grade: 1 Rim Joist Name: Band(100 s.f.) R:21.00 1 Energy Corte Inspection Checklist Property Organization Inspection Status 655 North Sea Drive Green Guru LLC Results are projected Orient,.NY 11957 Michael Catalano 0210214.309D.655NorthSeaDrive11! Builder t—t Name: Rim (114.5 s.f.) I—1 R:21.00 Ceiling/ Roof Name: Ceiling (1,586 s.f.) R-17 continuous insulation, R-13 cavity insulation Insulation Grade: I Opaque Door ElName: Doors (85.67 s.f.) R: 2.80 Name: Basement Door(23 s.f.) R:2.80 Glazing Name: Front Door Window(31.9 s.f.), U: 0.290, SHGC: 0.29, Orientation:NORTH E Name: Side Lights(5.8 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH Name:2W(30.7 s.f.), U: 0.290, SHGC:0.29, Orientation: NORTH Name:2W(30.7 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH Name: 3W(26.1 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH Name:2W(30.7 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH i� Name:2W(30.7 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH E Name:4W(7.8 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH El Name: 5W(25:8 s.f.), U: 0.290, SHGC: 0.29, Orientation: NORTH Name:6W(7.5 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH 2 Energy Code Inspection Checklist Property Organization Inspection Status 655 North Sea Drive Green Guru LLC Results are projected Orient, NY 11957 Michael:Catalano 0210214.309D.655NorthSea Drivel 1s Builder Name: 6W(7.5 s.f.), , U: 0.290, SHGC:'0.29; Orientation: SOUTH Name:2W(26.1 s.f.), U: 0.290, SHGC:0.29, Orientation: SOUTH Name: 7W(5.4 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH Name: 7W(5:4 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH Name:8W(7;8 s.f.), U: 0.290, SHGC: 0:29, Orientation: SOUTH Name:9W(17.4 s.f.), U: 0.290, SHGC:0.29, Orientation: SOUTH Name:9W(17.4 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH 1—I Name: 10W(20.7 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH Name: 11 W(25.8 s.f.), U: 0.290, SHGC: 0.29, Orientation: SOUTH t—I Name:Slider#2 (47.7 s.f.), U:0.300, SHGC:0.31, Orientation: SOUTH Name:Slider(23.8 s.f.), U: 0.300, SHGC: 0.31, Orientation: SOUTH Name:Side Door(10.8 s.f.), U:0.300, SHGC: 0.31, Orientation:NORTH . Name:W12(17.2 s.f.), U: 0.290, SHGC: 0.29, Orientation:WEST Name:W13 (7>8 s.f.), U: 0.290, SHGC:0.29, Orientation:WEST Name:W14(7.8 s.f.), U: 0.290, SHGC:'0'29, Orientation:WEST Skylight None Present Mechanical Ventilation 3 EJMechanical ventilation system rated for, and,capable of, providing continuous ventilation. System shall include automatic timing.controls. System type: ERV, 24 hrslday,85 Watts Energy Code Inspection Checklist Property Organization Inspection Status 655 North Sea Drive Green Guru LLC Results are projected Orient, NY 11957 Michael Catalano 0210214.309D.655NorthSea Drivel 1 Builder Mechanical Equipment AH1 -Lower• Electric•50%.Cooling Load @ 16 SEER AH2-Upper- Electric• 50% Cooling Load @ 16 SEER Instant Boiler- Propane• 100% Heating Load'@ 95 AFUE Water Heating • Propane• 100% Hot Water Load @ 0.95 Energy Factor Air Leakage Control ElTest Status: Blower-door tested House is air-sealed as to achieve 1,374 CFM50(3.00 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. Duct Leakage Duct System 1 NOT entirely within conditioned space,testing required Leakage to Outside specified as: 15 CFM @ 25Pa (0.95/ 100 ftZ) Total Leakage specified as:40 CFM @ 25Pa (Post-Construction) Duct System 2 NOT entirely within conditioned space,testing required Leakage to Outside specified as:.15 CFM @ 25Pa (1.14/100 ftz) Total Leakage specified as:40 CFM @ 25Pa-(Post-Construction) 4 Energy Code Inspection Checklist Property Organization Inspection Status 655 North Sea Drive Green Guru LLC Results are projected Orient, NY 11957 Michael Catalano 0210214.309D.655NorthSeaDrivel1! Builder Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors <=8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage <=6 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015,2018, &2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage <=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/,100 sq ft CFA. * Note: IECC 2021 requires Total Duct Leakage<= 8 CFM25/ 100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project Notes 5 Building Summary Property Organization Inspection Status, 655 North Sea Drive Green Guru LCG Results are projected Orient,NY 11957 Michael Catalano 0216 14.309D.655NorthSeaDrive11957 Builder General Bexilding 1 nformation N— ber Of Bedrooms - 4 j T Number Of Floors 2 ^- Cgndioned FI_oorrArea_[sq ft] 2,906 Has Electric Vehicle Ready Space No _ - Uriconditione_d,'attachedgara e? Yes Conditioned Volume[cu.ft.] 27,474 Total Units In-Building Residence Type Single family detached P mber of Floors.In Building Floor Number - Community =----- ---------�--------_- RESNETAECC 2006-201,8 Climate Zone -4A — - -- IECC 2021 Climate Zone 4A Foundation Wal[ None Present Foundation Wall Library List -'None Present Slab None Present 01 Slab Library List None Present r ` Framed Floor Name Library,type Carpet R Floor Grade Surface Area Location First Floor R-30 1 Above'Grade 1,586.0 rt' uninsulated unconditioned Basement 1 Building Summary Property Organization Inspection Status 655�North Sea Drive Green Guru LLC Results are projected Orient,NY 11957 Michael Catalano 0210214.309D.655NorthSeaDrive11957 Builder �ram�d FI°oor Library'List Name Effective R-value R-30 31.717 ,r Rim Joist Name Library Type SurfaceArea Location Band R 21.0 100.0 IF Exposed Exterior Rim R 21.0' 114.5 ft' Exposed Exterior Rim Joist Library List Name Effective Insulation R-value R 21'0 21.06 Wall Name Library Type Surface Color Surface Area Location Walls R-21 Medium 2,941.0 ft=• Exposed Exterior { Walls Basement R-.15 Medium 130.0 ft'Uninsulated Unconditioned Basement Walls Garage R-15. Medium 196.0 it Unconditioned,attached garage Wall Library List Name Effective R-value R-15: 16.799 R-21 17.133 2 Building Summmy Property Organization Inspection Status 655 Noah Sea Drive Green Guru LLC Results are projected Orient,NY 11957 Michael Catalano 0210214.309D.655NorthSeaDrive11957 Builder 7717104=gj , x�1 -,'t,I X'--'- A ,t4l� Name Library type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment wall Depth Top Bottom Assignment 1 OW,Wood Windbw Walls' Yes- 1 3.8 7.75 South 20.7 1`12 29.29 11W Wood Window Walls. Yes 1 1 4.33 South 25.8 ft2 26.29 2W WoodWIndow. Walls Yes 1 6.7 10.58 North 30.7 ft2 29,29 2W- Wood Window, Walls Yes 1 6.7 10.58 North 30.7 ft2 29.29 2W, Wood Window Walls Yes 1 1.33 525 North 30.7 ft2 29.29 2W Wood Window Walls' Yes' 1. 1.33 525 North 30.7 111 �29.29 2W Wood Window Walls Yes 1 1 4.33 South 26.1 ft' 29.29 3W Wood Window Walls, Yes 1 63 10 North 26.1 ft' 29_29 4W. Wood Window Walls Yes' 1 2.6 5.92 North 7.8 it' 29.21 5W, Wood Window Walls Yes 0.8 4.17 North 25.8 W 29'25 6W Wood Wincloiy Walls,! Yes 1 1 4.33 South 7.5 ft' 29.29 5W Wood WindoW Walls Yes f 1 4.33 South 7.5 112 29.29 TW. Wood Window Walls Yes 1 1 3.33 South 5.4 f12 29.29 7W Wood Window Walls, Yes, 1 1 3.33 South 5.4 1`12 8W Wood Window Walls. Yes 1 12 15.33 South 7.8 11:2 29.29 9W Wood Window Walls' Yes 1 5.8 9.17 South 17.4 f? 29,29 9W, Wood Window Walls, Yes' 1 58 917 South 17.4 112 Front Door Window Wood Window Walls, Yes' 10.5 .-1.25 8.33 North 31.9 f12 -29-'2R Side Door' DoubleHung Walls, Yes 1 1 6.42 North 10.8 ft-7 30U.31 Side Lights Wood Window Walls: Yes 10.5 1.25 7.08 North 5.8 ft2 29.29, Slider DoubleHung Walls Yes 1, 1 6.5 South 23.8 fr- 36U-31 Slider 92 DoubleHung' Walls, Yes f 1 6.5 South 47.7 f12 80U,31 W12 40OSe�- Walls: Yes t 4-9 8,25 West 172 ft2 VJW0100109,29 W13 400Ser- Walls Yes 1 4.9 8.25 West 7.8 ft' V/Wood29.29 W14- 400Ser- Walls, Yes 1, 49 B25 West 78 fr- V/Wodd29.29 3 Building Summary Property Organization Inspection Status 655 North Seabrive Green Guru LLC Results are'.projected Orient,NY 11957 Michael Catalano 0210214.309D.655NorthSeaDrnre11957 Builder i Glazing Library List Name Shgc U-factor 400Ser-V1Wood29.291 0.29: 0190 DoubleHung.30U.31, 0.31' 0:300 Wood Window 2929; 0.29 0.290 Skylight None Present Skylight Library List None Present Opaque Door Name Library type Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance Basement Door 2_-1/4 Wd solid Walls Basement 0.9 0.75 Medium 23.0 ft' Uninsulated core Unconditioned Basement Doors 2-1/4 Wd solid, Walls 0.9 0.75, Medium 85.7 W Exposed Exterior Cote � Opaque Door Library List Name Effective R-value 2-1/4 Wd solid core 2-60. Roof Insulation Name Library Type-attic Exterior Area Ift'] Clay or Concrete Roof Surface Color' Surface Area Location Tiles Ceiling R-30,Attic 1,586 No Medium 1,586.0ft' Vaulted Roof 1 4 Building Summary Property Organization Inspection Status 655 North,Sea Drive Green Guru LLG Results are projected Orient,NY 11957 Michael Catalano 0210214.309D.655North5eaDrive11957 Builder Roof Insulation Library'Lists Name Has Radiant Barrier Effective R-value R-30,Attic No 30.732 Whofe House 8nfiltration . Infiltration Measurement Type Shelter Class 3 ACH at 50 Pa Blower=door tested' 2 Mechanical�Ventilation Ventilation Type Ventilation Rate[it' Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer Minute] per day three hours Percent ERV 120 6FM 24 85 Watts No 70 Lighting %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0" 100 0 106 0 106 Qnsite Generation None Present 10 Onsite Generation Library List None Present Solar Generation None Present 5 Building Summary Property Organization Inspection Status 655 North Sea Drive Green Guru LLG Results are projected Orient,NY 11957 Michael Catalano 0210214.309D.655NorthSeaDrivell957 Builder Dehumidifier None Present Dehumidifer Library List None Present Whole House 1=sn None Present Whole Fiouse 'Fan Library List None Present Conditioning Equip ent Name Library type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load_ AH1-Lower 16SEERAlt2 ton 0% 50% 0% Attic AH2-Upper- '16SEER•A/C 1.5torY 0%, 60% 0% Attic Instant Boiler' InsLPropBoiler 100% 0% 0% Conditioned Space Water Heating `Demand-P,rop95ef, 0% 0% 1o0"la Conditioned Space Equipment Type: 16SEER A/C 1.5ton Equipment Type A t Co:nditionei Fuel Type Electric . . . . .... ... Dlstnbutlon Type ... Forced Air Motor Type ECM(VariatileSpeed) Cooling Efficiency 16 SEER . Cooling Capacity[kBtu/h] 18 6 Building Summary Property organization Inspection Status 655 North Sea Drive Green Guru LLC Results are projected Orient,NY 11957 Michael Catalano 0210214.309D.655NorthSeaDrivei1957 Builder IM-1 - ___ I'll 1;1 1 1 11111 I= Equipment Type: 16SEER A/C 2 tonIt Equipment Type _=- Air Conditioner Fuel Type Electric DlstnbutlonType _= Forced Air Motor Type - ECM(Variable Speed) Cooling Efficiency -- - 16 SEER_ - - -- Cooling Capacity[kBtuth] 24 Equipment Type: Demand-Prop95ef EguipmentType Residential-Water Heater_- -= Fuel Type Propane Dlstributton T P e Hydronlc Delivery(Radiant) —__ POTTY - -- -- Hot Water Efficiency 0.95 Energy Factor Tan s�kles '__- `` -Yes - Equipment T►ype: Inst.Prop6oiler Equipment T pe_ =Furnace _ Fuel Type Propane Distributlon_T_ype _ Forced Air Motor Type ECM(Variable Speed) Heating Efficlency___�z- -= 95AFUE - _ ._ Heating Capacity[kBtu/h] - --- - 120 Use default_EAE -No - EAE IkWh] -1,121 7 , U��^��^�� ' ��~~""~~"""ao ~=~~^^^^^.~~. � Property Organization~ , Inspection Status mm North*Sea Drive � eemovmLLo noom��enn8o�� on��mxnsn wicnvelootamn 021omi4.309o.65�Normoouomeo957 Builder Feet Served 1,586 --------------- es Duct 2 On orditioned pace Percent Supply Area 0 Percent Supply Area 0 Healinp-EquipT�nt Instant Boiler ' . . ` ` ` ^ 8 ' Building Summary Property Organization Inspection Status 655 North Sea Drive Green Guru LLC Results are proje6.ted oflenL NY 11957 Michael Catalano 021621 4,309D.655Nortt)SeaDrivell 957 Builder Disfiribution M Distribution Type -_Forced Air_-_-- ------- Heating Equipment Instant Boiler AH2-U Sq-Feet Served 1,320 �A Supply Duct R Value 8 -V etum Duct �RVar _I. Supply Duct Area fftj 356.4 ,fWurn Duct Area[1119 66 Lb6kage to Outdoors 15-'CFM @ 25Pa(1._1_4 1"0-b Total-Leakage Total Leakage Duct Test Conditions' Post-Construction Oib—Default Flow Rate Yes Oki" -------------- Attic_ ------ Percent S u pply Area 100 �Percent Return Area 100 Duct 2 Udtt1ocabon _'Conclitlon-e-d-Space P ercent S u pply Area 0 __percent==Retum Area— Duct-8 Affit L666T&F _�GondftionedSpacb. Percent S u pply Area 0 Percent-Return .0- Duct 4 Duct-Location-- Conditioned-Space- Percent Supply Area 0 0 Duct 5 ---777�: o-n,d-ftione—d�Sda-ce-----_FUEt Ldcatfon— J --------- ------ �§W&Wf_ 1- � y" Duct 6 Duct Location-- -Conditioned-Spa e-. Percent Supply Area 0 Percent Return Area-- - - HVAC Grading HVAC:Grading Not Conducted________ Ceiling Fan No _1146s. eilin Fani Cfm Per Watt 100 9 Building Summary Property Organization Inspection Status 655 North Sea Drive Green Guru LLC Results are projected Orient,NY 11957 Michael Catalano 0210214.309D.655NorthSeaDrive11957 Builder Water Distribution ;Water Fixture Type Standard l Use Default Hot Water Pipe Length No Hot Water Plpe Length[ft] 45 At Least R3 Pipe Insulation? Yes Hot]Hater Recirculation System? No i Recirculation System Pipe Loop Length[ft] 25 Drain WaterHeat Recovery No Y Clothes ESryer .... .... Cef 2.32 .... .: . . Fuel Type Electric Meld t)tI ization Moisture Sensing [ Is Outside Conditioned Space No . ... .... ... Clothes Dryer Available Yes Defaults Type Custom Clothes Washer L 152 abel Energy.Rating kWtUYear _..._ . _ . F,nnual Gas Cost tiioo Electric Rate $012/k11VF ; Gas Rate $1.Og/Therm Capacity 42 w Imef 2.06 Defaults Type ENERGY STAR ..:.: ._. I _ Load Type Front-load _ .... ... . .. .... . .Loads Per Week 6 Is Outside Conditioned Space No Clothes Washer Available' Yes Dishwasher ...... .. Dishwasher Efficiency, „ 470 kWh W Dishwasher Size Standard Annua Ele l Gas Cost $33 12 ctric Rate 1�0. 21kWh Gas Rate _ $1 0gme*rm 11 Is baiiiide Conditioned Space No Appliances and Controls Program s Yesmable thermos _. ........ .. . Range/Oven Fuel Electric ,Convection Oven? Yes Induction Range? Yes .Range/Oven Outside Conditioned Space?; No .. Refrigerator Consumption 691 kWhlYear __................. Refrigerator Outside Conditioned Space? No 10 Building Summary Property Organization Inspection Status 655 North Sea Drive Green Guru LLC Results are projected Orient,NY 11957 Michael Catalano 0210214.309D.655NorthSeaDrive11957 Builder Notes 11 Manual S Compliance Report Job: GG.52.23 Date: May 22,2023 AH1 - Lower BF Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wAwgreenguru.org Project • • For: 655 North Sea Drive,Southold,NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.9'F Sensible gain: 15746 Btuh Entering coil DB: 70.9°F Outdoor design WB: 71.7'F Latent gain: 3054 Btuh Entering coil WB: 59.4°F Indoor design DB: 70.0'F Total gain: 18801 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1424WJ1NA+RCF2417STAVUA Actual airflow: 787 cfm Sensible capacity: .16520 Btuh 105%of load Latent capacity: 7080 Btuh 232%of load Total capacity: 23600 Btuh 126%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 26661 Btuh Entering coil DB: 66.5°F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Prop boiler Manufacturer: NAVIEN,INC. Model: NCB-240/130H Actual airflow: 787 cfm Output capacity: 120000 Btuh 450%of load Meets all requirements ofACCA Manual S. C 2023-May-2212:54:10 wrights f., ht-Suite®Universal 2022 22.0.07 RSU26941 ^a� awrot•ru•,�mroxnma..�r omvero g Page 1 MCA ...5 North Sea Drive-CGA\655 NORTH SEADRIVE.rup Calc=MJ8 Front Door faces:N Manual S Compliance Report Job: GG.52.23 p p Date: May 22,2023 AH2 - Upper By, Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wm&greenguru.org Project • • For: 655 North Sea Drive,Southold,NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.9'F Sensible gain: 11786 Btuh Entering coil DB: 72.6'F Outdoor design WB: 71.7°F Latentgain: 3197 Btuh Entering coil WB: 60.2°F Indoor design DB: 70.00F Total gain: 14984 Btuh Indoor RH: 50% Estimated airflow: 597 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer: Rheem Model: RA1418AJ1 NA+RCF2421 MTAMCA Actual airflow: 597 cfm Sensible capacity: 12530 Btuh 106%of load Latent capacity: - 5370 Btuh 168%of load Total capacity: 17900 Btuh 119%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 20301 Btuh Entering coil DB: 65.0'F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: NAVIEN,INC. Model: NCB-240/130H Actual airflow: 597 cfm Output capacity: 120000 Btuh 591%of load Meets all requirements ofACCA Manual S. wrightsoft® 2023-May-2212:54:10 a—k-teem.- ..,,c Plv Right-Suite@ Universal 2022 22.0.07 RSU26941 Page 2 C� ...5 North Sea Drive-CGA1655 NORTH SEADRIVE.rup Calc=MJ8 Front Door faces: N Load Short Form Job: GG.52.23 4, Date: May 22,2023 Entire House By. Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:vAmgreenguru.org Project Information For: 655 North Sea Drive,Southold,NY 11971 Design Htg Clg Infiltration Outside db(OF) 15 85 Method Blower door Inside db(OF) 70 70 Shielding/stories 3(partial)/2 Design TD(OF) 55 15 Pressure/ACH/AVF 50 Pa/3.0/1374 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(grflb) 45 41 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh. Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF ClgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1 -Lower 1667 23710 14942 787 787 AH2-Upper 1387 18000 11160 597 597 Entire House 3054 41710 26102 1384 1384 Other equip loads 5252 1431 Equip.@ 0.90 RSM 24752 Latent cooling 3797 TOTALS 3054 46962 1 28549 1 1384 1 1384 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft® 2023-May-2212:54:10 Right-Suite@ Universal 2022 22.0.07 RSU26941 Page 1 �CI� ...5 North Sea Drive-CGA\655 NORTH SEADRIVE.rup Calc=MJ8 Front Door faces:N (, Load Short Form Job: GG.52.23 l Date: May 22,2023 AH1 - Lower I Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wwwgreenguru.org Project • • For: 655 North Sea Drive,Southold,NY 11971 Design Information Htg Clg Infiltration Outside db(OF) 15 85 Method Blower door Inside db(OF) 70 70 Shielding/stories 3(partial)/2 Design TD(OF) 55 15 Pressure/ACH/AVF 50 Pa/3.0/1084 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 45 41 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240/130H Cond RA1424WJ1 NA AHRI ref 205400818 Coil RCF2417STAVUA AHRI ref 8638115 Efficiency 95AFUE Efficiency 13.0 EER,16 SEER Heating input 130000 Btuh Sensible cooling 16520 Btuh Heating output 120000 Btuh Latent cooling 7080 Btuh Temperature rise 139 OF Total cooling 23600 Btuh Actual airflow 787 cfm Actual airflow 787 cim Airflowfactor 0.033 cfm/Btuh Airflowfactor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (Cfm) (cfm) c_ Kitchen/GreatRoom 745 6654 4487 221 236 Mudroom 109 3362 2254 112 119 Laundry 90 3475 2595 115 137 Pdwr 36 1007 715 33 38 F.P. 13 0 0 0 0 Stair Up 70 0 0 0 0 i Master Bed 240 3569 2559 118 135 W.I.CI. 98 1927 947 64 50 Foyer 76 1622 683 54 36 F.Cl. 20 0 0 0 0 M.Toilet 28 83 22 3 1 M.Hall 32 49 13 2 1 Master Bath 112 1964 669 65 35 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2023-May-2212:54:10 1� ,,,,,,,,.,a,��,,,w,,,,,��,,,,,�, Right-Suited Universal 2022 22.0.07 RSU26941 � Page 2 Arck ...5 North Sea Drive-CGA\655 NORTH SEADRNE.rup Calc=MJ8 Front Door faces:N AH1 -Lower 1667 23710 14942 787 787 Other equip loads 2951 804 Equip.@ 0.90 RSM 14156 Latent cooling 3054 TOTALS 1667 26661 17210 787 787 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -�- 1 wrightsoft- 2023-May-2212:54:10 ^' PMIiaNlOahth4oWtluMgCangM Right-Suite@ Universal 2022 22.0.07 RSU26941 Page k6k ...5 North Sea Drive-CGA\655 NORTH SEADRIVE.rup Cale=MJ8 Front Door faces:N Load Short Form Job: GG.52.23 Date: May 22,2023 AH2 - Upper B: I ! j Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wmwgreenguru.org Project • on For: 655 North Sea Drive,Southold,NY 11971 Design Information Htg Clg, Infiltration Outside db(OF) 15 85 Method Blower door Inside db(OF) 70 70 Shielding/stories 3(partial)/2 Design TD(OF) 55 15 Pressure/ACH/AVF 50 Pa/3.0/1084 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 45 41 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240/130H Cond RA1418AJ1 NA AHRI ref 205400818 Coil RCF2421MTAMCA AHRI ref 8443767 Efficiency 95AFUE Efficiency 13.0 EER,16 SEER Heating input 130000 Btuh Sensible cooling 12530 Btuh Heating output 120000 Btuh Latentcooling 5370 Btuh Temperature rise 183 OF Total cooling 17900 Btuh Actual airflow 597 dim Actual airflow 597 cfm Airflowfactor 0.033 cfmBtuh Airflowfactor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) OtB 181 0 0 0 0 Stair Dn 49 0 0 0 0 Chim. 15 0 0 0 0 J.Master Bed 320 5060 4234 168 226 W.I.0 33 0 0 0 0 M.Shower 18 0 0 0 0 Jr.M.Bath 90 2595 1111 86 59 Loft 267 3395 2067 113 111 B1 Shower 19 0 0 0 0 Lin. 10 0 0 0 0 Bath#1 1 73 1749 1097 58 59 Storage 104 1864 708 62 38 B1.Cl. 23 0 0 0 0 Bed#1 188 3336 1944 111 104 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1 wrightsoft® 2023-May-2212:54:10 ^1' Nifak•/OahsMioHaNaMrytampeq R19ht Suite®Universal 2022 22.0.07 RSU26941 Page 4 AC CA ...5NorthSeaDrive-CGA1655NORTHSEADRIVE.rup Calc=MJ8 Front Door faces:N AH2-Upper 1387 18000 11160 597 597 Other equip loads 2300 . 627 Equip.@ 0.90 RSM 10596 Latent cooling 3197 TOTALS 1387 20301 13793 597 597 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -�- wrightso ® 2023-May-2212:54:10 ^�' ftPMROY•IUohsYlrt HaEawry CamPoM Right-Suite®Universal 202222.0.07 RSU26941 Page �C� ...5 North Sea Drive-CGA1655 NORTH SEADRINE.rup Calc=MJ8 Front Door faces:N Job: GG.52.23 V Building Analysis Dae: May22,2023 Entire House IEA Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:vmwgreenguru.org Project • • For: 655 North Sea Drive,Southold,NY 11971 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(OF) 70 70 Elevation: 82 ft Design TD(OF) 55 15 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 45.3 41.4 Dry bulb(OF) 15 85 Infiltration: Daily range(OF) - 15 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1374 cfm • Component Btuh/ft2 Btuh %of load Walls 3.9 11323 24.1 Ventilation Glazing 15.9 4939 10.5 Walls Doors 21.3 4181 8.9 Ducts Ceilings 3.8 6418 13.7 Floors 1.6 2646 5.6 Infiltration 2.9 8561 18.2 Ducts 3643 7.8 Piping 0 0 Glazing Infiltration Humidification 0 0 Ventilation 5252 11.2 Doors Adjustments 0 Floors Total 1 1469621 100.01 Ceilings Component Btuh/ft2 Btuh %of load Walls 1.3 3879 14.1 Ventilation Glazing 14.8 4606 16.7 Walls Doors 11.3 2209 8.0 Internal Gains Ceilings 3.7 6148 22.3 Floors 0.4 721 2.6 Glazing Infiltration 0.4 1190 4.3 Ducts Ducts 2969 10.8 Ventilation 1431 5.2 Internal gains 4380 15.9 Infiltration Blower 0 0 Doors Floors Adjustments 0 Total 27533 100.0 Ceilings Latent Cooling Load=3797 Btuh Overall U-value=0.081 Btuh/ftZ°F, Window/Floor Area=10.2% Data entries checked. -rk =Ightsc ft- 2023-May-2212:54:10 1 .M�.t•, wN..,� •, Right-Suite®Universal 2022 22.0.07 RSU26941 Page 1 MCA ...5 North Sea Drive-CGA\655 NORTH SEADRIVE.rup Calc=MJ8 Front Door faces:N r GG. Buildin Anal sis Job: May 2.23 g Y Date: May 22,2023 AM Lower A Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wmw.greenguru.org Project • • For: 655 North Sea Drive,Southold,NY 11971 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 70 Elevation: 82 ft Design TD(°F) 55 15 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.3 41 A Dry bulb(OF) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0 11084 cfm Component Btuh/ft2 Btuh %of load Walls 4.0 6030 22.6 Ventilation Glazing 15.9 2401 9.0 jalls Doors 21.3 4181 15.7 Ceilings 13.9 3990 15.0 Infiltration Floors 1.6 2602 9.8 Infiltration 2.9 4507 16.9 Ducts 0 0 Glazing Piping 0 0 Humidification 0 0 Floors Ventilation 2951 11.1 1 Adjustments 0 Ceilings Total 26661 100.0 • 11,10 Component Btuh/ft2 Btuh %of load Walls 1.3 2032 12.9 Walls Ventilation Glazing 14.6 2204 .14.0 Doors 11.3 2209 14.0 Internal Gains Ceilings 13.3 3822 24.3 Glazing Floors 0.4 709 4.5 Infiltration 0.4 626 4.0 Ducts 0 0 Ventilation 804 5.1 Infiltration Internal gains 3340 21.2 Floors Blower 0 0 Doors Adjustments 0 Total 15746 100.01Ceilings Latent Cooling Load=3054 Btuh Overall U-value=0.094 Btuh/ftz°F, Window/Floor Area=9.1 % t Data entries checked. -Pk wrigFritsoft® 2023-May-2212:54:10 ^+ .M„a, wU ,�,,, Right-Suite@ Universal 2022 22.0.07 RSU26941 Page 2 ACCK ...5 North Sea Drive-CGA1655 NORTH SEADRIVE.rup Calc=MJ8 Front Door faces:N Building Analysis Job: 2. { � g May Y Date: ay22,2023 , _ AH2 - Upper BF f, I ar Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:www.greenguru.org Project • • For: 655 North Sea Drive,Southold,NY 11971 Design Conditions Location:- Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 70 Elevation: 82 ft Design TD(°F) 55 15 Latitude: 41 ON Relative humidity(%)- 50 50 Outdoor: Heating 'Cooling Moisture difference(grAb) 45.3 41.4 Dry bulb(OF) 15 85 Infiltration: Daily range(OF) - 15 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1084 cfm • Component Btuh/ft2 Btuh %of load Walls 3.8 5293 26.1 Ventilation Glazing 15.9 2539 12.5 Doors 0 0 0 Walls Ceilings 1.8 2428 12.0 Ducts Floors 6.1 44 0.2 Infiltration 2.9 4054 20.0 Ducts 3643 17.9 Piping 0 0 Humidification 0 0 Glazing Ventilation 2300 11.3 Infiltration Adjustments 0 Ceilings Other Total 20301 100.0 P.M. • Component Btuh/ft2 Btuh %of load Walls 1.3 1847 15.7 ventilation Glazing 15.0 2402 20.4 Walls Internal Gains Doors 0 0 0 Ceilings 1.7 2326 19.7 Floors 1.7 12 0.1 Infiltration 0.4 563 4.8 Glazing Ducts Ducts 2969 25.2 Ventilation 627 5.3 Internal gains 1040 8.8 Blower 0 0 Adjustments 0 Ceilings Other nItration Total 11786 100.0 Latent Cooling Load=3197 Btuh Overall U-value=0.065 Btuh/ft�°F, Window/Floor Area=11.5% Data entries checked. wrightsoft® 2023-May-2212:64:10 Right-Suite@ Universal 2022 22.0.07 RSU26941 Page �C� ...5 North Sea Drive-CGA1655 NORTH SEADRNE.rup Cale=MJ8 Front Door faces:N AED Assessment Job: GG.52.23 $� Date: May 22,2023 Entire House BY Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wwwgreenguru.org Project • • For: 655 North Sea Drive,Southold,NY 11971 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(OF) 70 70 Elevation: 82 ft Design TD(OF) 55 15 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 45.3 41.4 Dry bulb(OF) 15 85 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate • • Hourly Glazing Load 8,00 7,00 6,00 m 5,00 0 4,00 0 3,00 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /Hourly O Average /AED limit Maximum hourly glazing load exceeds average by 29.0%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh -ok.wright Soft® 2023-May-2212:54:11 ^` ay,,.o,.,—,,,,,.N„..y«p-y Right Suite®Universal 2022 22.0.07 RSU26941 Pagel i� ...5 North Sea Drive-CGA1655 NORTH SEADRIVE.rup Calc=MJ8 Front Door faces: N GG. AED Assessment Job: May 2.23 010) Date: May 22,2023 AM - LowerGreen Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:whwgreenguru.org Project • • For: 655 North Sea Drive,Southold,NY 11971 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(OF) 70 70 Elevation: 82 ft Design TD(OF) 55 15 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 45.3 41 A Dry bulb(OF) 15 85 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for • ' • Exposure Hourly Glazing Load 4,000-- 3,500-- 3,000-- 2,500-- 2,000-- 1,500-> 1,00 50 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /Houdy /A-9. /AED limit Maximum hourly glazing load exceeds average by 29.2%. Zone has adequate exposure diversity(AED), based on AED limit,of 30%. AED excursion: 0 Btuh - wrightsoft® 2023-May-2212:54:11 Right-Suite@ Universal 2022 22.0.07 RSU26941 Page 2 )m ...5 North Sea Drive-CGA1655 NORTH SEADRIVE.rup Cale=MJ8 Front Door faces:N AED Assessment Job: GG.52.23 Date: May 22,2023 " AH2 - Upper j Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:vANw.greenguru.org Project • • For: 655 North Sea Drive,Southold,NY 11971 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(OF) 70 70 Elevation: 82 ft Design TD(°F) 55 15 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 45.3 41.4 Dry bulb(OF) 15 85 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 4,00 3,50 3,00 m 2,50 2,00 c� 1,50 1,00 50 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /Hourly /A—ge e AED limit Maximum hourly glazing load exceeds average by 29.0%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh I P' WrightsOft, 2023-May-2212:54:11 �, Right-Suite®Universal 2022 22.0.07 RSU26941 Page 5 North Sea Drive-CGA1655 NORTH SEADRIVE.rup Calc=MJ8 Front Door faces:N _ N First Floor 137 cfm Pdur td 36c Mudroom Sup Riser up Riser 10" Stair upqg—67 cim5'Sup Riser 5" 59crm 5' 10" Riser Master Bed 59cim 0" Sup Riser F.P. 7' Su Riser Garage IGtchen/GreatRoom 6"p Sup Riser 5° 6° Sup Riser Sup Riser 11 2 Ci n 11" Sup Riser Sup Riser 17' M.Hall 4" 6• 11' - M. et W.I.C. RetRiser 3cfm 5" FoyeJ7 F.a. 64cfm 54dm Sup Riser 6" 5 Sup Pis —" Ma erBath 4' 65 cfm 59cfrn Job#: GG.52.23 Green Guru, LLC Scale: 1 : 132 Performed for: Page 1 12Arbutus Court RightSuite(D Universal 2022 655 North Sea Drive Greenlawn,NY 11740 22.0.07 RSU26941 Southold,NY 11971 Phone:631-398-6906 2023-Ma)-2 12:54:24 ve-CGA\655 NORTH SEA DRNE.rup www.greenguru.org Michael@greenguru.org N Second Floor 62 ctm Sup Riser Sup ser Sup Riser 113 cfrn 5' 10• 10" Sup Riser 10" otB Sup Riser Bath 8. Lin. Stair Dn cfin Storage Sup Riser Sup Riser 7• ster d Sup Poste Attice 11 597 cfm 7° 5' 1 IJ 6• 8• el.a 11" 15• 6" RetRiser er Sup Riser 4" Loft 4' 113cfm Sup Riser 17" 11' .I.0 5' Riser Bed#1 113cfm 5" 86c Sh ker Jr.M.Bath Sup Riser 6' 111 din Job M GG.52.23 Green Guru, LLC Scale: 1 : 132 Performed for: Page 12Arbutus Court Right-Suite®Universal2022 655 North Sea Drive Greenlawn,NY 11740 22.0.07 RSU26941 Southold,NY 11971 Phone:631-398-6906 2023-May-2212:54:24 ve-CGA1655 NORTH SEA DRIVE.rup www.greenguru.org Michael@greenguru.org Duct System Summary Job: GG.52.23 Y Date: May 22,2023 AH1 - Lower Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wwwgreenguru.crg Project • • For: 655 North Sea Drive,Southold,NY 11971 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure'losses 0.13 in H2O 0.13 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.332/0.038 in H2O 0.332/0.038 in H2O Lowest friction rate 0.037 in/100ft 0.037 in/100ft Actual airflow 787 cfm 787 cfm Total effective length(TEL) 1009 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) Orn) FIR (in) (in) Mat Ln(ft) Ln(ft) Trunk Foyer h 1622 54 36 0.107 5.0 Ox 0 MtFx 49.9 260.0 st13 Kitchen/GreatRoom c 1122 55 59 0.123 5.0 Ox 0 MtFx 34.7 235.0 st7 Kitchen/GreatRoom-A c 1122 55 59 0.047 6.0 Ox 0 MtFx 85.2 625.0 st8 Kitchen%GreatRoom-B c 1122 55 59 0.111 5.0 Ox 0 MtFx 39.8 260.0 st7 Kitchen/GreatRoom-D c 1122 55 59 0.114 5.0 Ox 0 MtFx 41.2 250.0 st7 Laundry c 2595 115 137 0.085 8.0 Ox 0 MtFx 84.5 305.0 st7 M.Hall h 49 2 1 0.112 4.0 Ox 0 MtFx 52.3 245.0 st13 M.Toilet h 83 3 1 0.089 4.0 Ox 0 MtFx 43.2 330.0 st14 MasterBath h 1964 65 35 0.101 6.0 Ox0 MtFx 60.2 270.0 st14 Master Bed C 1279 59 67 0.037 7.0 Ox 0 MtFx 91.2 815.0 st8 Master Bed-A C 1279 59 67 0.058 6.0 Ox 0 MtFx 77.2 500.0 SO Mudroom c 2254 112 119 0.110 7.0 Ox 0 MtFx 62.8 240.0 st7 Pdwr C 715 33 38 0.099 5.0 Ox 0 MtFx 70.7 265.0 st7 W.I.CI. h 1927 64 50 0.113 6.0 Ox 0 MtFx 55.0 240.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st13 PeakAVF 655 701 0.037 571 15.0 0 x 0 ShtMetl st1 st1 PeakAVF 787 787 0.037 564 16.0 0 x 0 ShtMetl st14 PeakAVF 68 36 0.089 346 6.0 0 x 0 ShtMetl st1 st8 PeakAVF 174 194 0.037 355 10.0 0 x 0 MetlFlx \st13 st7 PeakAVF 426 470 0.085 713 11.0 0 x 0 ShtMetl st13 ' wrightsoft, 2023-May-2212:54:11 Right-Suite@ Universal 2022 22.0.07 RSU26941 Page l HvCil� ...5 North Sea Drive-CGA\655 NORTH SEADRIVE.rup Calc=MJ8 Front Door faces:N Return Branch Detail • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Mat Trunk / rb3 Ox 0 787 787 103.0 0.037 499 17.0 Ox 0 MtFx wrightsoft® 2023-May-2212:54:11 �^/�+/�•A AMIeH/Bntsm WMavay Cempnm Right-Suite@ Universal 2022 22.0.07 RSU26941 Page 2 PICCK ...5 North Sea Drive-CGA1655 NORTH SEADRIVE.rup Calc=MJ8 Front Door faces:N Job: GG.52.23 (� Duct System Summary Date: May22,2023 l AH2 - Upper Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:vmwgreenguru.org Project • • For: 655 North Sea Drive,Southold,NY 11971 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 1.30 in H2O 1.30 in H2O Available static pressure -0.8 in H2O -0.8 in H2O Supply/return available pressure -0.617/-0.183 in H2O -0.617/-0.183 in H2O Lowest friction rate -0.22 in/100ft -0.22 in/100ft Actual airflow 597 clim 597 cfm Total effective length(TEL) 366 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FIR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath#1 C 1097 58 59 -0.23 0 Ox 0 MtFx 49.4 215.0 st2 Bed#1 h 1944 111 104 -0.24 0 Ox 0 MtFx 45.3 210.0 st2 J.Master Bed C 2117 84 113 -0.32 0 Ox 0 MtFx 28.2 165.0 st2 J.Master Bed-A c 2117 84 113 -0.35 0 Ox 0 MtFx 21.1 155.0 st2 Jr.M.Bath h 1111 86 59 -0.31 0 Ox 0 MtFx 20.0 180.0 st2 Loft-A h 2067 113 111 -0.27 0 Ox 0 MtFx 28.5 200.0 st2 Storage h 708 62 38 -0.22 0 Ox 0 MtFx 62.2 220.0 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) Orn) FIR (fpm) (in) (in) Material Trunk st2 PeakAVF 597 597 -0.22 0 0 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) Orn) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb2 Ox 0 597 597 83.6 -0.22 0 0 Ox 0 ShMt .; wrightsoft® 2023-May-2212:54:11 pNile4/BehsM1ire NaMeway Cempony Right Suite@ Universal 2022 22.0.07 RSU26941 Page 3 �C� ...5 North Sea Drive-CGA\655 NORTH SEADRIVE.rup Calc=MJ8 Front Door faces:N Duct system multi orientation report Dab: May 2222023 AM - Lower By. Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wmagreenguru.org Project • • For: 655 North Sea Drive,Southold,NY 11971 Group 1:(N,NW)Group 2:(NE,SW, W)Group 3:(E,SE, S) Duct Name eg CFM eg Size uctSize eg CFM egSize uctSize eg CFM eg Size uctSize eg CFM eg Size uctSize Supply-Branches Foyer 54 h 12x12 5 54 h 12x12 5 54 h 12x12 5 54 h 12x12 5 Kitchen/GreatRoom 62 c 12x12 5 61 c 12x12 5 60 c 12x12 5 59 c 12x12 5 Kitchen/GreatRoom-A 62 c 12x12 6 61 c 12x12 6 60 c 12x12 6 59 c 12x12 6 Kitchen/GreatRoom-B 62 c 12x12 6 61 c 12x12 5 60 c 12x12 5 59 c 12x12 5 Kitchen/GreatRoom-D 62 c 12x12 5 61 c 12x12 5 60 c 12x12 5 59 c 12x12 5 Laundry 126 c 12x12 7 130 c 12x12 7 134 c 12x12 8 136 c 12x12 8 M.Hall 2 h 12x12 4 2 h 12x12 4 2 h 12x12 4 2 h 12x12 4 M.Toilet 3 h 12x12 4 3 h 12x12 4 3 h' 12x12 4 3 h 12x12 4 Master Bath 65 h 12x12 6 65 h 12x12 6 66 c 12x12 6 65 h 12x12 6 Master Bed 61 c 12x12 7 59 h 12x12 7 59 h 12x12 7 59 h 12x12 7 Master Bed-A 61 c 12x12 6 59 h 12x12 6 59 h I 12x12 6 59 h 12x12 6 Mudroom 112 h 12x12 7 114 c 12x12 7 119 c 12x12 7 120 c 12x12 7 Pdwr 33 h 12x12 5 37 c 12x12 5 40 c 12x12 5 40 c 12x12 5 .I.CI. 64 h 12x12 6 64 h 12x12 6 64 h 12x12 6 64 h 12x12 6 SupplyTruniks, t13 680 c 15 672 c 15 670 c 15 685 c 15 t1 787 c 16 787 c 16 787 c 16 787 c 16 st14 68 h 6 68 h 6 68 h 6 68 h 6 t8 184 c 10 174 h 10 174 h 10 174 h 10 st7 454 c 11 464 c 11 474 c 11 474 c 11 Return Branches rb3 787 c 12x12 17 787 c 12x12 17 787 c 12x12 17 787 c 12x12 17 Friction Rates - Heating FIR 0.037 0.037 0.037 0.037 Cooling FIR 0.037 0.037 0.037 1 1 0.037 t -�- wrightsoft® 2023-May-2212:54:11 a„,,<t.,� „<„, ,,�,wm Rght-Suite@ Universal 2022 22.0.07 RSU26941 Page 1 �CK ...5NorthSeaDrive-CGA\655 NO RTH S EADRIVE.ru p Cal c=MJ8 Front Door faces:N Project • • For: 655 North Sea Drive,Southold,NY 11971 1 Reg-CFM eg,Size uct`Size reg CFM eg Srze uct Size eg GPM p9 Size fictGze eg CFM` eg Size uct Size' Supply Brandies Foyer 54 h 12x12 5 54 h 12x12 5 54 h 12x12 5 54 h 12x12 5 Kitchen/GreatRoom 59 c 12x12 5 60 c 12x12 5 62 c 12x12 5 62 c 12x12 5 Kitchen/GreatRoom-A 59 c 12x12 6 60 c 12x12 6 62 c 12x12 6 62 c 12x12 6 Kitchen/GreatRoom-B 59 c 12x12 5 60 c 12x12 5 62 c 12x12 5 62 c 12x12 6 Kitchen/GreatRoom-D 59 c 12x12 5 60 c 12x12 5 62 c 12x12 5 62 c 12x12 5 Laundry 137 c 12x12 8 128 c 12x12 7 123 c 12x12 7 122 c 12x12 7 M.Hall 2 h 12x12 4 2 h 12x12 4 2 h 12x12 4 2 h 12x12 4 M.Toilet 3 h 12x12 4 3 h 12x12 4 3 h 12x12 4 3 h 12x12 4 Master Bath 65 h 12x12 6 65 h 12x12 6 78 c 12x12 6 71 c 12x12 6 Master Bed 67 c 12x12 7 59 h I 12x12 7 59 h 12x12 7 59 h 12x12 7 Master Bed-A 67 c 12x12 6 59 h 12x12 6 59 h 12x12 6 59 h 12x12 6 Mudroom 119 c 12x12 7 112 c 12x12 7 112 h 12x12 7 112 h 12x12 7 Pdwr 38 c 12x12 5 37 c 12x12 5 36 c 12x12 5 34 c 12x12 5 .I.CI. 64 h 12x12 6 64 h 12x12 6 64 h 12x12 6 64 h 12x12 6 Su ' l TrunRs t13 701 c 15 674 c 15 655 h 15 662 c 15 t1 787 c 16 787 c 16 787 c 16 787 c 16 t14 68 h 6 68 h 6 79 c 6 72 c 6 t8 194 c 10 174 c 10 174 h 10 1 174 h 10 t7 470 c 11 458 c 11 452 c 11 1 448 c 11 Return Branches. rb3 787 c 12x12 17 787 c 12x12 17 787 c 12x12 17 787 c 12x12 17 Friction Ratos. Heatin FIR 0.037 0.037 0.037 0.037 Cooling FIR 0.037 1 0.037 0.037 0.037 -!}i- wrightsoft® 2023-May-2212:54:11 �•'„ ,,,,et.,�,,,'„e�,a,..�—wm Right-Suite®Universa1202222.0.07RSU26941 Paget �CA ...5 North Sea Drive-CGA\655 NORTH SEADRNE.rup Ca MJ8 Front Door faces:N Project Information For: 655 North Sea Drive,Southold,NY 11971 Duct Name Largest Smalest Reg CFM Reg Size Duct Size Reg CFM Reg Size DuctSize SupplyBranches Foyer 54 h 12x12 5 54 h 12x12 5 Kitchen/GreatRoom 62 c 12x12 5 59 c 12x12 5 Kitchen/GreatRoom-A 62 c 12x12 6 59 c 12x12 6 Kitchen/GreatRoom-B 62 c 12x12 6 59 c 12x12 5 Kitchen/GreatRoom-D 62 c 12x12 5 59 c 12x12 5 Laundry 137 c 12x12 8 122 c 12x12 7 M.Hall 2 h 12x12 4 2 h 12x12 4 M.Toilet 3 h 12x12 4 3 h 12x12 4 Master Bath 78 c 12x12 6 65 h 12x12 6 Master Bed 67 c 12x12 7 59 h 12x12 7 Master Bed-A 67 c 12x12 6 59 h 12x12 6 Mudroom 120 c 12x12 7 112 h 12x12 7 Pdwr 40 c 12x12 5 33 h 12x12 5 .I.CI. 64 h 12x12 6 64 h 12x12 6 Su` I Trunks t13 701 c 15 655 h 15 t1 787 c 16 787 c 16 t14 79 c 6 68 h 6 t8 194 c 10 174 h 10 t7 474 c 11 448 c 11 Retum,Branches rb3 787 c 12x12 17 787 c 12x12 17 Friction Rates Heating FR 0.037 0.037 Cooling FIR 0.037 0.037 W right30ft- 2023-May-2212:54:11 qM„e,.,a „;�, �,, Right-Suite®Universal 2022 22.0.07 RSU26941 Page ...5 North Sea Drive-CGA\655 NORTH SEADRIVE.rup Calc=MJS Front Door faces:N Background Color Legend Yellow background Duct Size-duct size is smaller than the largest duct size in the row Reg Size-register size is smaller than the largest register size in the row Reg CFM-register design cfm is larger than 150 CFM Friction Rate-friction rate is outside ACCA Manual-D recommended range(0.06-0.18) Pink background column header Largest coolling load orientation - wrightsoft- 2023-May-2212:54:11 ^1 A,,,e,.,—„,„„„y�, Right-Suite®Universal 2022 22.0.07 RSU26941 Page ACCI� ...5 North Sea Drive-CGA\655 NORTH SEADRIVE.rup Calc=MJ8 Front Door faces:N Duct system multi orientation report Job: GG.52.23 4 Date: May22,2023 AH2 - Upper %r I ! ! j Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:Michael@greenguru.org Web:wmm.greenguru.org Project • • For: 655 North Sea Drive,Southold,NY 11971 Group 1:(N,NE, E,SE, S,SW, W,MM Duct Name N �-NE_ _._--- -__------— (-_E eg CFM eg Size udSize eg CFM eg Size uctSize eg CFM eg Size uctSize eg CFM eg Size udSize - --- L---- ----—-- - _ L - ---- ——. l- — Supply Branches Bath#1 58 h 12x12 0 59 c 12xl2 '0 68 c 12x12 0 66 c 12x12 0 Bed#1 123 c 12xl2 0 124 c 12x12 0 122 c 12xl2 0 111 c 12x12 0 J.Master Bed 99 c 12x12 0 84 h 12x12 0 84 h 12x12 0 94 c 12xl2 0 J.Master Bed-A 99 c 12xl2 0 84 h 12x12 0 84 h 12x12 0 94 c 12x12 0 r.M.Bath 86 h 12x12 0 87 c 12x12 0 89 c 12x12 0 86 h 12x12 0 Loft-A 116 c 12x12 0 133 c 12x12 0 141 c 12x12 0 127 c 12x12 0 Storage 62 h 12x12 0 62 h 12x12 0 62 h 12x12 0 62 h 12x12 0 Su I Trunks t2 597 c 0 597 c 0 1 597 c 0 597 c 0 Return Branches rb2 597 c 12x12 0 597 c 12x12 0 597 c 12x12 0 597 c 12x12 0 Friction Rates Heating FR -0.219 -0.219 -0.219 -0.219 Cooling FR -0.219 -0.219 -0.219 -0.219 wrightsoft® 2023-May-2212:54:11 ^1 ,„,,,.r.,�,�„,,,,�„„,,,,,�,,,,,,m Right-Suite®Universal 2022 22.0.07 RSU26941 Page 5 �C� ...5NorthSeaDrive-CGA\655 NORTH SEADRIVE.rup Calc=MJ8 FrontDoorfaces:N Project Information , For: 655 North Sea Drive,Southold,NY 11971 Duct Name eg CFM lRegSIze PuctSIze eg CFM eg'Size ictSize ' eg GFM eg Size uct%Size deg CFM" eg Size uctSize Supply Branches - Bath#1 59 c 12x12 0 58 h 12x12 0 58 h 12x12 0 58 h 12x12 0 Bed#1 111 h 12x12 0 121 c 12x12 0 133 c 12x12 0 130 c 12x12 0 J.Master Bed 113 c 12x12 0 86 c 12x12 0 84 h 12x12 0 84 h 12x12 0 J.Master Bed-A 113 c 12x12 0 86 c 12x12 0 84 h 12x12 0 84 h 12x12 0 r.M.Bath 86 h 12x12 0 86 h 12x12 0 101 c 12x12 0 95 c 12x12 0 Loft-A 113 h 12x12 0 130 c 12x12 0 140 c 12x12 0 130 c 12x12 0 Storage 62 h 12x12 0 62 h 12x12 '0 62 h 12x12 0 62 h 12x12 0 u. t Trunks. - t2 597 c 0 597 c 0 597 c 0 597 c 0 Retum Branches ; rb2 597 c 12x12 1 0 597 c 12x12 0 597 c 12x12 0 597 c 12x12 0 Friction Rates Heatin FIR -0.219 -0.219 -0.219 -0.219 Cooling FR 1 -0.219 1 -0.219 -0.219 -0.219 I wrightsoft® 2023-May-2212:54:11 ti^p AMlet/BeAnMroNeMerlayGvnWM Right-Suite®Universal 2022 22.0.07 RSU26941 Page /4C1i11 ...5 North Sea Drive-CGA\655 NORTH SEADRIVE.rup Calc=MJ8 Front Door faces:N Project For: 655 North Sea Drive,Southold,NY 11971 Duct Name Lar est Smalest Reg CFM Reg Size Dud Size Reg CFM Reg Size Duct Size SupolyBranches Bath#1 68 c 12x12 0 58 h 12x12 0 Bed#1 133 c 12x12 0 111 h 12x12 0 J.Master Bed 113 c 12x12 0 84 h 12x12 0 J.Master Bed-A 113 c 12x12 0 84 h 12x12 0 r.M.Bath 101 c 12x12 0 86 h 12x12 0 Loft-A 141 c 12x12 0 113 h 12x12 0 Storage 62 h 12x12 0 62 h 12x12 0 u `I TrLinks t2 597 c 0 597 c 0 Return Branches rb2 597 c 12x12 0 597 c 12x12 0 Friction Rates Heating FR 0.219 -0.219 Cooling FR 0.219 -0.219 2023-May-2212:54:11 Wr19htso t, Ri ht-Suite®Universal 2622 22.0.07 RSU26941 �C� ...5 North Sea Drive-CGA\655 NORTH SEADRIVE.rup Cale=MJ8 Front Door faces: N 9 x Background Color Legend Yellow background Duct Size-duct size is smaller than the largest duct size in the row Reg Size-register size is smaller than the largest register size in the row Reg CFM-register design cfm is larger than 150 CFM Friction Rate-friction rate is outside ACCA Manual-D recommended range(0.06-0.18) Pink background column header Largest coolling load orientation -�- wrightsoft® 2023-May-2212:54:11 �� ,,,,,'.,�,,,,;,,„,�,,,,,,,�,,,,,,m Right Suite®Universal 2022 22.0.07 RSU25941 Page 8 ACk ...5 North Sea Drive-CGA\655 NORTH SEADRNE.rup Oalc=MJ8 Front Door faces:N ................ .......... ...... SEP i 7 lidinq DennOment Town of Southold IL a Fir_ ._ ;•.�� Uimw vim g y ^` ilk. y a Ap T" .✓ �F� - st,,`by SEP 1 2 2025 13u44ding DepartmlA._;- -r �.tln o{SouthoU, r i l� II 4 I I ' �ter..{Y /' � 0.• ,•d'�r ''y • , I� �� r �, .rJAs • 41.r1. II��i.a � ��J,r��; r r li .y aZ�y'� �_w.�5 _�.' ..�.I fir � 1 �.f � ��' , -w{ � ., / J •� �i f'.w_..,. ! 5 ` ,r w r 1 1 1 • ' • • COMMENTS r FOUNDATION (2ND) sit AL ► ,� �1 r_ � ml ENERGYINSULATION PER N.Y. STATE • 1 � I iy ADDITIONAL COMMENA—i-- I�i�i Il1,�l1i�� w ��_ - • r • ,. .�i�ll �d II711��] /�G�I _ I /d �_: ��i �I■ l� I I r• • t11 •MA l _MUM • fFOC off' K°oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o! gaol Telephone (631) 765-1802 Fax (631) 765-9502 ht!ps://www.southoldtownny.gov f. Date Received APPLICATION FOR BUILDING PERMIT Far Office Use Only "'J�� `= 9671 P'J PERMIT NO: Building Inspector: N`..�Y F E B 2 8 2024 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2 shall be completed. Date: OWNER(S)OF PROPERTY: Name: )q qqnn cob r SCTM#1000- Project Address: li 55 ty 0 R t H SM Q k 1/-t e9lF /VT Phone#, 51 6_ - `' - D_0 D _-_----- Email: -S C - Of O�-- — — Mailing Address: / — �^_C Q�� aD _�1_�"/ CONTACT PERSON: / -T Name_ 7�SFPH OGT V T F I-__ Mailing Address:. U 8 0.._`4 9°l._ !1 Phone#: DESIGN PROFESSIONAL INFORMATION: JJ Name: Mailing Address -0 �A IC K K-16- _._U4 D N�T.._ NQ IO X X N _._.__._��_7 Phone#: �'7 � Email„ NF000NTRACTOR INFORMATION: INFORMATION: Name: ° - ---.----- MailingAddress: a,70 L/-tJCOL/J AI/Zr._ Phone#: 6 3/_ _ 64 ) Email: . `�9` _.------- -._ DESCRIPTION OF PROPOSED CONSTRUCTION [mew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ �- - L- . Will the lot be re-graded? ❑Yes KNo Will excess fill be removed from premises? ❑Yes ANO 1 PROPERTY INFORMATION Existing use of property: , V# V fit!OND Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. �(�,`}��heck BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a'Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name) J DS d-p 14 OC,r V j f�g`F authorized Agent DOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) GSf p 1-T U'TtgT being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing Contract)above named, (S)he is the A U` ri (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of TBbfu%r 20 23 . . .,---Notary PL+bIiE.... — C)iAhh,CARULINA ULLOA NOTARY PUBLIC,STATE OF N6V YORK Registration No.01UL6426980 -- PROPERTY OWNER AUTHORI ATI0911WWlihed in Suffoik County Expires'©ecQmbw 20,2025 (Where the applicant is not the owner).. a . _ I, 710 C V YJ - = - residing at 'T ` "U/VIV f`v �v117 do hereby authorize � 0-5 F P H 0t Irk fX 4 to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner Date J was � Go Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1, -1-7/44 C OP ( residing at `1 0 �'�✓V/' 'l G c I �k t G . (Print property owner's name) (Mailing Address) do hereby authorize �=- (Agent) to apply on my behalf to the Southold Building Department. 17�( ��y Iz� 's Signature (Date) (Print Owner's Name) E C E VE AUG 2 1 2024 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Building Department -Town of southold Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 " t< : ` jamesh(c�southoldtownny.gov seand(@.southoldtownn ry..g v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/16/24 Company Name: prime electric Electrician's Name: michael hunter License No.: me-52402 Elec. email:mike@primeli.biz Elec. Phone No: 6313875650 01 request an email copy of Certificate of Compliance Elec. Address.: 1380 broadway ave holbrook ny 11741 JOB SITE INFORMATION (All Information Required) Name: james cody Address: 655n sea dr orient Cross Street: ryder farm lane Phone No.: 6313875650 Bldg.Permit#: 50583 email:mike@primeli.biz Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): need insp on 100amp temp service with 2 dedicated circuits Square Footage: Circle All That Apply: Is job ready for inspection?: YES ®NO —]Rough In�. Q ❑ Final Do you need a Temp Certificate?: YES ❑NO Issued On -]L, 9 LJ Temp Information: (All information required) Service SizeFv_11 Ph❑3 Ph Size: 100 A #Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect[-]Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals R1 1 F12 ✓ H Frame ✓ Pole Work done on Service? ✓ Y DN Additional Information: need underground 100amp temp service tied in at pole and meter set PAYMENT DUE WITH APPLICATION 81 9-1 I-Li PC\ Iwo TC#- 1o8alb �o�oSUFFoc,��o BUILDING DEPARTMENT-Electrical Inspector y 0 TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 'yfj0 a0� Telephone(631)765-1802 Temporary Certificate # 1-�9 q Date kuk oZ� S� 2024 Customer Name CnAElectrician Name% Address t 55c. r Phone 313 cJo e-mail e-mail Phone License# Size r o A Phase l _ Overhead Underground #of Meters Remarks #of Underground Laterals V, 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is v r 90 om the date above. Authorized by E C E V E AL1G 2 1 2024 �g�pj BUILDING DEPARTMENT- Electrical Inspector k � 130ding Depar3anent TOWN OF SOUTHOLD 1' wn of Southold Town Hall Annex - 54375 Main Road - P� Box 1179 o. Southold, New York 11971-0959 �O Telephone (631) 765-1802 FAX (631) 765-9502 jameshasoutholdtownny.gov seandCa�southoldtownny.9ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/16/24 Company Name: prime electric Electrician's Name: michael hunter License No.: me-52402 Elec. email:mike@primeii.biz Elec. Phone No: 6313875650 El I request an email copy of Certificate of Compliance Elec. Address.: 1380 broadway ave holbrook ny 11741 JOB SITE INFORMATION (All Information Required) Name: james cody Address: 655n sea dr orient Cross Street: ryder farm lane Phone No.: 6313875650_ Bldg.Permit#: 50583 email:mike@primeli.biz Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): need insp on 100amp temp service with 2 dedicated circuits Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO [:]Rough In P ❑ Final Do you need a Temp Certificate?: 0 YES ❑NO Issued On Li 9aL) Temp Information: (All information required) Service Size[V-11 Ph❑3 Ph Size: 100 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect[]Flood Reconnect[—]Service Reconnect❑✓ Underground❑Overhead # Underground Laterals ✓ 1 2 ✓ H Frame ✓ Pole Work done on Service? ✓ Y N Additional Information: need underground 100amp temp service tied in at pole and meter set PAYMENT DUE WITH APPLICATION GRg Pd PERMIT# Address: Switches Outlets G F I's Surface Sconces HH s UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used . Sub Amps Have Used Comments Town Hall Annex y Telephone(631)765 1802 64375 Main Road a Fax(631)765-9502 P.O. Box 1179 w Southold, NY 11971-0959 • 41 ao� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF.--TRUSS TYPE`CONSTRUCTION,'.PRE-ENGINE__ER_E_ D _-- .WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION-- Date":_ Z - /y-- Owner: _cop t Location of Property: ..._ :61 3'_ CRr4J_d'KA Dk«K Please take notice that the (check a e line): New commercial r residential structure, Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) x Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line);- Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:'_ - r1 Name (person submitting this form):.: Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 - 611 DIAWETER -- 77 REFLECTIVE WHITE REFLECTIVE RED. PANT NE#187 1/2" STROKE The construction type designation shall be - c�l�� cclN�� cclll7°� cclV"or ccV» to indicate the construction classification of the structure under DESIGNATI:ON FOR STRUCTURAL section 602 of the BC.NYS - COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION 'T" FLOOR FRAMING, INCLUDING ;■ GIRDERS AND BEAMS ROOF FRAMING lu " I I L I I Nvilrl FLOOR AND ROOF FRAMING STANDARDSAND CODES 0 Fidelity National TRW Insurance Company Date: 04/18/2024 Town of Southold 53095 Route 25 Southold, NY 11971 RE: Authorized Agent Alliance Abstract of New York Title No.: C6628-22S Buyer: James Cody Premises: 655 North Sea Drive, Orient, NY 11957 Additional Property Information: 1000-015.00-06.00-004.000 Ladies and Gentlemen: Alliance Abstract of New York is a duly authorized agent of this Company. As such, Alliance Abstract of New York is authorized to collect all title insurance premiums, transfer taxes, mortgage recording taxes and recording fees on behalf of this company. Any checks for the payment of the same may be issued to the agent or to the appropriate recording office. This agent is authorized to issue title commitments, title reports, title insurance policies, certificates of title and endorsements on behalf of this Company. Payment of title premium to the agent shall constitute payment to this Company in accordance with Section 1(H) of the TIRSA Rate Manual. Kindly contact the undersigned at(516)296-4600 if you have any questions. Very truly yours, Z�V_ "�r _ Paul E.Malon NYS Counsel SeniorVice President LETTER ID:49745231 Agent2188.1.27.32 Please directalloorrespondenceandinquidesto:601 RlversideAve:Jacksonville-FL-322o4Telephone-(800)586-0031-Fax(866)871-6771 TUTC 1 CTTCD TC MNI V A11YWnDT79n PnD IMr IN RIMA1 V(IDI(ANTI MAV RC IICCII AAll V OnD TUC CDGf TFT! TDANCArYTn TM NTTFT=n 5 ALLIANCE ABSTRACT OF NEW PORK, INC. 724 MAIN STREET ISLIP, NY 11751 PHONE: 631-666-4900 FAX: 631-666-6606 VARIANCE SEARCH Title No.: C6628-22S Alliance Abstract of NY, Inc., as policy writing agent for Fidelity National Title Insurance Company, hereby certifies to the Town of Southold, Suffolk County, New York, that it has caused a search for conveyances only in the Office of the Clerk of the County of Suffolk against the premises herein set forth from 04/23/1957 to date and the results are as shown on the sheets hereto annexed and made a part of hereof. No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty Five Thousand Dollars($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Bryan Cirain Title Officer Sworn to before me this 18th Day of April, 2024 l / . 4Zta, Public LU Fatimetuzzehra Erilli State of New York, County of Suffolk No. 01 ER6312446 Exp. 09/29 1 20 26 Title No.: C6628-22S Subiect Premises 1000-015.00-06.00-004.000 Mulford Beebe and Alene Beebe, his wife Dated 12/27/1943 To Recorded 01/17/1944 Charles E. Ryder Liber 2337 Page 52 Charles E. Ryder Dated 06/07/1958 To Recorded 06/16/1958 Woodhollow Properties Inc. Liber 4472 Page 413 Woodhollow Properties Inc. Dated 02/13/1971 To Recorded 02/19/1971 Thomas A. Boris and Nancy K. Boris,his wife Liber 6887 Page 544 Thomas A. Boris and Nancy K. Boris, his wife Dated 07/09/2003 To Recorded 07/21/2003 James Cody and Susan M. Cody, husband and wife Liber 12262 Page 177 Last Deed of Record. Bryan C&n Title Officer Sworn to before me this 18th Day of April, 2024 ""Jaw(- [otary Public Fatirnetuzzehra Erilli State of New York,County of Suffolk No. 01 ER6312446 Exp. 09/29 f-2'o L(0 r 1 Ifllll lfll f�lII ll!Ill flfl #Iflf lllf�11lf!! l if f l 1111111111 l IN I SUFFOLK COUNTY OLHRK RECORDO OFFICE RECORDING PAGE Type of instrument: MEDS/Mo Recordeds 07/21/2003 Humber of Pages c 2 At. 1147151 . TR SFRR TAX RR: 02-47825 LIBRA.- D00012262 PAGEx 177 Diatriat t Sections Blocks Lot i 1000 01.5.00 05.00 004.000 SXI4MXNED AND OMMED As FOLLOWS Aaed Amount: . $215,000.00 Received the Following Fees For Abov® Tsa,stxum=t MKMWL Exempt Page/Filing $9.00 NO Rmndling $5,.00 No COS $5.00 NO NYS SDRC G $15.00 No MA-CTY $5.00 NO RA-STATE $50.00 NO TP-584 $5.00 NO cart.c+apioa $0.00 No RPT $20.00 NO SCTN $0.00 NO TraAofer tax $060.00 NO coamn.Pres $2,800.00 NO room Paid $5,7S4.OD '1'WSFIIR TAX MUMBSRr 02-47825 %%IS PAGE XS A PART OF ' H19 XNST,RUX=qT $dooard P.22oma�.ae, County Clark, SuEftlk County moItDSD 2 O5 Jul 21 M 01 S2 At1 Number or pages — Eduard P.ftbine 7 ORRFr1V5 CLERK W SUF.FOLK COUNTY Swint N L D00012%2 F 177 Cottilicate N OTO 02-47820 Prior Ctf•N Doed Mortgage Instrument Dccd/Mortgage Tax'Stomp 11tcordhlgIFilingStamps 4 i t:ES Page/Piling Fee Mortgage Aml. flatdling 1.Oasiv TO TP484 2.Additional Tax Notation Sub Total EA.52 17 Mounty) Sltb Total SpecJAsafi. RA-5317(Staffs) Or Spss./AdJ. It.h3-54 rGti'V TUT.trl'r0.1%tJi �..._.... Comm,of Ed. 5 Q9— Dual•Town Dual Cvunly f�. '• Ileld fur Apportionment Afl)davh ♦ Tranaf"Tax (r, - Cort M Copy l Mauston Tat Tho property covered by this mongnge Is or Reg-Copy will bo improved by a one or Iwo family Sub Total dwolling only. 0I11er YFS or NU GRAND TOTAL 1 if N0,sec ullpiopriata tax clause on page N 1005 of this Instrument. ! Ikal Property Tax$cniccAeneyVerl"Callon 6 Can-imunily Preservation IPund ." . "''"'' '^. ConAlderation Artiount 5 Star 1 03020892 1000 o1Soo osoo amoa t CPU 1. nri T. 00 I'�tc 1 �CltilA A � Improved 17-JUI. ' law As �—• _ _ Vacant Lana 7 Satisfactions/Aisshargesll;eleases List Property Owners Mallirig Addrmm T'D RECORD dt RETURN 70t 1(Bl!4N)3TH C, BUTTERF18LD, ESQ. - 1IVJMRF1Er1D S BUTT811PIELD, ESQ$. TD 75 Pxvapeob Street Huntington NY 11743-3920 Is Title Company Infolrinmiloti Co.Namo Advantage Title Agency, Xna_, 'Vitloil 03—AS-29097 6115182781 9 Suffolk County Recording & Endorsement P2 e Thls j%c fotms hart of the allachcd BARGAXN & SALE DEED made by; (SPECIFY TWE OF INSI RUMI-Wr) THOMAS A. BORXS and NANCY K. • 1be premises ltcrein is situated in MOM ana wire, SUITDLKCQUNIY,NEWYORK. TO In iho'I'owaship of SOUTHOLD LTMES CODY and SUSAN M. CODY, In the VILLAGE or HAMM'of oRXHNT, Ijt F$5 RIRU 9 MUST BE TYPED OR I'1;1NTI'.D IN BLACK INK ONLY I'MORTO 12ECORDING DR FILING. r• RONBULT YOUR IAWYERsEFOREBIeNING Tiffs INSTRUMENT-11A INWRt1MWOHOUL6 BE USED BY LAWYM ONLY THIS INDENTURE,made the 9th day of July, 2003 q�'INl;EN . THOMAS A. Honis um RMCY K. t3OTl]CS, husband and wife, both residing at 14 Broadview C role, Wading )River, New York 11792, petty or the first part.and JAtMB CODY MD OU,9 l 1Ff. CODY, husband and wife, both reoiding at 21 Tuscarora Driver Centerportp New York 11721, party of the second pars, WINESSE TH,that the party of the brat part,In conaldaratiod bf TO DOLLARS AND 00/10 0***** *** and other good,and valuable consideratio&llars paid by t1t®parttr of the second part,done hereby grant.and release unto trio party of the aecbnd pod,the helfs or successors end assigns of the party of the second part forever, ALL that certain plat, piece or parml of land,with the bulldings and Improvements thereon erected,situate, tying and befng in the Town Of Southold, at Orient, County of Suffolk, and State of New York, known and designated as Plot No. 97, on a certain Map entitled, "Map of: Orient-By-The-Sea, Section Two, situate at Orient Point, Town of SOuthoLd, Suffolk County, New York, owned and developed by Woodhollow Properties, Inc., Number 3 Olen pane, Glenwood Landing, New York, Otto W. Van Tnyl and son, Licensed Lend Surveyors, Grreenpork, New Yor:kn, and filed in the office of the Clark of the County of Suffolk on October 26, 1961 as Map No. 3444 and ABS No. 3040. Die. TOGETHER WITH a Right of Way over all streets as Bhown on Maps of 1000 orient-Aye-The-dea, Ser~tionlo One and Two, Maps Nets, 2777 and 3444 as filed in the Office of Suffolk County Clerk. Sea. 015.00 BEING 1+NQ XNTENDXD To BE the same premises deporibed in need to the Grantor herein dated 2113/71 recorded 2/19/71 at x,ilber 6087 cp 544. 01k. 06.00 Lot 004.000 TOGETHER with all right,thin and Interest,0 any,of the party of the first part In and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all this estate and rights of the party of the brat part in and to sold prdmisaa;To HAVE AND TO HOLD the promises herein granted unto the party or the second part the hairs or successors and assigns of the party of the second part forever. AND the party or the nml part covenanla that the party of rho first part has not done or nufferert anything whereby the sold promises have been ancurnbered In any way whatever,except os aforesaid. AND the party of the That part,In compliance with Section 13 of the Lien tow,covenants,that the party of the first part will receive the conslderaflon for this conveyance and will hold the right to receive such consideration os a trust fund to be applied first for the purpose of paying the coat Qf tha improvement and will apply the some brat to the payment of the out of the improvement berate odng eny part of the total of the same for any other purposo.The word'pz?dy'ahafi bo construed as If It read'padlee when ever the san'se of this Indenture an rattulres, IN WITNESS YMEREOF,the party of the,first pert ties duly executed this deed the day and year nrst above written. IN PRESENCE OF; THOKAS A,. BORIS M111OY K. BORIS SlnndafdN.Y.e.T.U.Form 8ne2•Beigain and BaleDoed,wahoa)mnaWvucs(MtOmnWf&W% u4101FtAdcnev6adgman1 Form 3200 IQ lal~USED ONL WtlEN THEA0 N0VJLUU NT IQ WARE!IN NEW YQB '&rats State of New York,County of Suffolk cr, S(dto el New York,County of &2 On Ilia 9tb day of JutXy In the year 2003 On the dpy of In the year before me•the underegnea,pordonartryr appeared before me,the unduralgned,personally appoarad TF OX" A. BORIS rK No X. BORTS personally knovtn to me or praved to me on the bests of persanally known to me or proved to me on the baAs of eanafactory ovldarm to be the Indlvldual(s)whose namo(4)OL autisfactory a0danoe to be the 1ndlvldual(s)whasv name(o)is (ere)avbdedbud to the wl(hin(nalfument and naknawdadflad to (are)subsoUd to the within IAstrumant and admowdedNed to me that h*1Whsy oxecuted the soma in %k8tectlho(r me Thai he/ahohhoy oxafwtod the same In hipbetAholr capac)ly(ss), and that by Riffbtettlhok alpnaluro(s) ah the rapachy(tas), Ord [hill by hldrhemhelr algnelure(s) on Iha InaUument,lha lndhddual(e),nr the pored rpon behalf of w hIch lnatrumant,Iha Indlvldnel(e),or the parson upon behalf Of which the lndaddual(s)acted,axe o In nt the Indw(dual(a)aped,executed the instrument. (slgnetrua and oflico of INIju rn r7awledgmurd) (olgnulVro and offica of hidividual[akin(}acknowiedgmeng Nob$xy Public Notary Public,$fate of NaWYA No.02W671W Qualified In Suffolk eta Qounttvv �nnnn6 Cummisn K�rp)roa0ecam1 Y,,s TQ 00 USER ONLY WHEN Ttfg.ACXNQ t}e�0GMFNr IS RIADE 01176113E NEL YORK STATE &toto(or Dlslttct of Columbia,Tehftoty,of Foreign Comity)of asr On the day of In the year bereta me,the undersigned,personally appaarod pereattalfy known to me Ot proved la me on the boats of satlafadary ovldancv to be ilia Individual(a)whosa name(a) Is(are) oulivAbod to the wllhin Inetrumant and acknowledged to me that balahellhay executed the some In hisrherhheIr cctpsrtl&Q.and that by WAlharAheir algnatura(a)an who Inatrumant,the lrolMduel(a),of the pordan apart hnhelf of whlCh the lndtufduaf(a)acted, Wocvtad the hebvment,and Ifmt Audi Individual made such appearance before Ura andatetgned In the !n ((mart the City at other pailgiial subdiviofon) (and mead thv State or Couatry or o1 ar plpCe Iho aeimowladgmant was taken) (signature and oaten of In IAdua(takhv ai rtav tedgm-J) 13ARGAIN AND SALE DEED SLO 5EO WrrN COVONANT AGAINST GRANTOR'S ACT& LOT 'tgallo. 03•-AS-29097 (611518270) COUNTYORTOWN Suffolk/Soutrhold STREETADOREBS Advantage Title Agency, Ing. THOMAS A. SORTS 19 IA14ES CODY si NANCY K. DO-Rig, SUSAN td. CODY, husband & wife, hgaband & wige Yn _ SAFE HARNR TIRE suTTERrX LDStezfield&�BUTTERrXBLABq75 Pros SsQs. A'l71'rNIK r l:F - HuntilagtontNYtxeet 11743-3320 1529 Merin Street Port Jefferson,NY.41777 w w Title No.: C6628-22S Premises Adjoining on the North NORTH SEA ROAD Bryan Crai Title Officer Sworn to before me this 18th Day of April, 2024 �_. tary Public Fatimetuzzehra Erilli State of New York, County of Suffolk No. 01 ERS312446 Exp. 09/29%�2 Title No.: C6628-22S Premises Adjoining on the SouthEast 1000-015.00-06.00-008.000 Mulford Beebe and Alene Beebe,his wife Dated 12/27/1943 To Recorded 01/17/1944 Charles E. Ryder Liber 2337 Page 52 Charles E. Ryder Dated 06/07/1958 To Recorded 06/16/1958 Woodhollow Properties Inc. Liber 4472 Page 413 Woodhollow Properties Inc. Dated 11/20/1973 To Recorded 11/29/1973 Frederick G. Grover and Joanne F. Grover, his wife Liber 7540 Page 509 Frederick G. Grover and Joanne F. Grover,his wife Dated 06/07/1985 To Recorded 07/12/1985 Harriet Bleich and Fred Flier, as tenants in common Liber 9829 Page 490 Continues. Bryan CraW Title Officer Sworn to before me this 18th Day of April,2024 tary Public Fatimetuzzehra E0111 State of New Yorl<, County of Suffolk No, 01 ER6312446 Exp. 09/29/zO7- Title No.: C6628-22S Premises Adioining on the SouthEast Continuing 1000-015.00-06.00-008.000 Harriet Bleich and Fred Klier, as tenants in common Dated 09/17/1999 To Recorded 09/27/1999 Robert Hiltz Liber 11991 Page 405 Robert Hiltz Dated 09/17/2001 To Recorded 10/03/2001 Inland Homes, Inc. Liber 12145 Page 84 Inland Homes,Inc. Dated 09/17/2001 To Recorded 10/03/2001 Michael H. Cunningham and Gale G. Cunningham, his wife Liber 12145 Page 85 Michael H. Cunningham and Gale G. Cunningham, his wife Dated 11/19/2005 To Recorded 12/07/2005 Doric Capsis and Ariadne Capsis, husband and wife Liber 12424 Page 24 Last Deed of Record. -L Bryan Cr 1m Title Officer Sworn to before me this 18th Day of April, 2024 tary Public Fatirnetuzzehra Erilli State of New York,County of Suffolk No. 01 ER6312446 Exp. 09/2912oZ.(, Title No.: C6628-22S Premises Adjoining on the SouthWest 1000-015.00-06.00-007.000 Mulford Beebe and Alene Beebe, his wife Dated 12/27/1943 To Recorded 01/17/1944 Charles E. Ryder Liber 2337 Page 52 Charles E. Ryder Dated 06/07/1958 To Recorded 06/16/1958 Woodhollow Properties Inc. Liber 4472 Page 413 Woodhollow Properties Inc. Dated 08/19/1971 To Recorded 08/27/1971 Edwin W. Carlson Liber 6994 Page 539 Edwin W. Carlson Dated 11/02/1977 To Recorded 11/04/1977 Charles J. Haggerty Liber 8337 Page 358 Continues. Bryan Crarn Title Officer Swots to before me this 18th Day of April,2024 otary Public Fatimetuzzehra Erilli State of New York, County of Suffolk No. 01 ER6312446 Exp. 09/29/2o u, Title No.: C6628-22S Premises Adjoining on the Southwest Continuing 1000-015.00-06.00-007.000 Charles J. Haggerty Dated 10/07/2002 To Recorded 10/22/2002 Anthony A. Gambino and Eileen L. Gambino,his wife Liber 12216 Page 229 Anthony A. Gambino and Eileen L. Gambino Dated 05/17/2017 To Recorded 07/11/2017 Kenneth Lomaglio and Berlida Lomaglio, husband and wife Liber 12919 Page 840 Kenneth Lomaglio and Berlida Lomaglio Dated 12/14/2018 To Recorded 01/30/2019 Conrad Owen as to a 51%interest and Elizabeth Owen, as Liber 12998 Page 852 to a 49% interest Last Deed of Record. Bryan Cr n Title Officer Sworn to before me this 18th Day of April, 2024 tart'Public Fafimetuzzehra Eriiii State of New York, County of Suffolk No. 01 ER6312446 Exp. 09/29p✓2k, Title No.: C6628-22S Premises Adjoining on the East 1000-015.00-06.00-003.000 Mulford Beebe and Alene Beebe,his wife Dated 12/27/1943 To Recorded 01/17/1944 Charles E. Ryder Liber 2337 Page 52 Charles E. Ryder Dated 06/07/1958 To Recorded 06/16/1958 Woodhollow Properties Inc. Liber 4472 Page 413 Woodhollow Properties Inc. Dated 08/04/1972 To Recorded 08/10/1972 Corrado E. Morse and Mary A. Morse,his wife Liber 7216 Page 564 Corrado E. Morse and Mary A. Morse, his wife Dated 08/05/1982 To Recorded 08/11/1982 James Burleigh Morton Liber 9225 Page 58 James Burleigh Morton Dated 12/24/1986 To Recorded 01/17/1997 James Burleigh Morton and Carol Ann DeGraff Morton,his wife Liber 10223 Page 330 James Burleigh Morton and Carol Ann DeGraff Morton, his wife Dated 02/10/2021 To Recorded 07/13/2021 James Burleigh Morton 11, Trustee, or his successors in interest, Liber 13112 Page 094 of the James Burleigh Morton Living Trust, dated 08/23/2019 and any Amendments thereto, and Carol Ann DeGraff Morton, Trustee, or her successors in interest, of the Carol Ann DeGraff Morton Living Trust,dated 08/23/2019, and any amendments thereto, as tenants in common. Last Deed of Record. Bryan ain Title Officer Sworn to before me this 18th Day of April, 2024 ta4 �Qt Public Fatimetuzzehra Erilli State of New York. County of Suffolk No. 01 ER6312446 Exp. 09/2917.aZ'/' Title No.: C6628-22S Premises Adjoining on the West 1000-015.00-06.00-005.000 Mulford Beebe and Alene Beebe, his wife Dated 12/27/1943 To Recorded 01/17/1944 Charles E. Ryder Liber 2337 Page 52 Charles E. Ryder Dated 06/07/1958 To Recorded 06/16/1958 Woodhollow Properties Inc. Liber 4472 Page 413 Woodhollow Properties Inc. Dated 04/19/1968 To Recorded 04/25/1968 Edward J. Comiskey and Eleanore J. Comiskey Liber 6337 Page 140 Edward J. Comiskey and Eleanore J. Comiskey .Dated 10/04/1971 To Recorded 11/01/1971 Charles J. Haggerty and Eileen L. Haggerty Liber 7037 Page 329 Charles J. Haggerty and Eileen L. Haggerty Dated 10/02/2002 To Recorded 10/08/2002 Conrad Owen and Elizabeth Owen, his wife Liber 12213 Page 663 Last Deed of Record. Bryan dain Title Officer Sworn to before me this 18th Day of April, 2024 +otLary Public Fatimetuzzehra Erilli State of New York, County of Suffolk No. 01 ER6312448 Exp. 09/29/20 ZE, HEALTH DEPARTMENT APPROVAL BOX EMAIL 24•LODgw info&cgorten.com PatexnENE ITEM DESCRIPTION GENERAL NOTES: FI.Ra,.pE azzr LEGEND SYMBOLS: SUFFOLK COUNTY DEPARTMENT OF HEALTHSERVICES 24'LDOaNO RIVER To ORMOB t.0 SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL M THE SITE USING __-n2 __ _ TOP PERtArr FOR APPROVAL OF CONSTRUCTION FOR A POLYEIHTFTHE TANK,ANEW 245 NITROGEN REDUCTION A METH00 APPROVED BY WE MANUFACTURER [.>_-u.4' s (PT) pL Q-,S,• ---No N.111%FIEVATON w1'FR To GAME SINGLE FAMILY RESIDENCE ONLY ra'B 2.THE DESIGN ENGINEER SHALL OBSERVE THE OWNS PPoOR TO BACIORL AND WRING BRDYM SILTf pp A TANK•ANEW 245 P3LTREA ENT EL_I,V y1Np GEAR T - snNa MONUMENT SY51111 STARTUP. --- - B COUPUNC,4•SCH 35 PVC 51(S EL-1eY m Ile. C FG CONNECTING PANEL 24 x 19 3 THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY f -TING UTILITY Pat[ C7 ADHESIVE•CARTRIDGE DEPARTMENT 6 HEALTH AND SHAl1 BE AN AUTHGRr�O INSTALLER BeoWN GANG W/504E DATE 6/2fi23 I�S,[$ ^NO. R-23-0503 24.aT5'A C2 SCREW,1 W10 SELF TAP PPH ZINC 'j INUM(SP) -x-�-En eTINO FENCE APPROVED 4.AN EXEwTED OPERATOR AND VAINTENANCE CONTRACT BETWEEN THE MAINTENANCE D FASTENER.3/e•-16 z 3 3 4 AT HHCS PRQVIX AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCOR.THE OPERATOR Teo' -- _ r� naN eox FOR MAXIMUM OF 4 BEDROOMS DI NUT,3 B-16 55 AND 11.UNIFNANGE CONTRACT WILL BE FOR A MINIMUM PERIOD OF 3 YEAFS y-u,Y L -PRovosm msmteu D2 WASHER,3 8-16 SS S THE OWNS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM W1T+SUFFO K PROPOSED tewOHlNo poor WHET wnET D3 WASHER IS 3/8 LOCKWASHER EXPIRES THREE YEARS FROM DATE OFAPPROVAL Z PIPE PPE COUNTY DEPARTMENT OF HEALTR W'N TRA-I.Y / W E ASSEMBLY.RE-CIRCULATION 2 5 CO PIETE F AN600 ATU W PLATFORM COMPLETE S WE SURVEYOR OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REWIRED BY (�) i -PROPosm owwNstory Poat U M G EL50-30-L-120-PLC SCEI - Ey__t7p• H PIPE.4'PVC MR35 7.A GARBAGE GRINDER SHALL NOT EXIST OR BE INSTALLED UPSTREAM OF THE OWTs M-S7 q*� -PROPosEp ORVMcu ¢LL-I I PIPE.4 PVC WR35 I �� CDO} (T d TEE STRAIGHT 4-WR35 S ALL ELECTRICAL LINES FROM THE DWELLING To THE CDNMOL PANEL AND IRCU TINE TEST HOLE: TEST Hole ~CO Z w m'A CONTROL PANEL TO THE JUNCTION BOX WALL BE ENCDSED IN SO4WUU 40 PVC ND GROLINOWAIFA e01/2'A K PIPE 4'PVC SOR35 PIPE ALL PENETRATIONS INTO THE OWNS SHALL BE SFAIED AND WATER TCHT. ENOUNTERID WO BY:RDY X F0159G PE. SITE DATA: � I n PmYEWYENE Gips L T W/FLOW DEFLECTOR SDR35 DAIS 4-23-22 -._ TAX MAP NO. TOW-15-fi-4 W-W I PROVIDE POLYLOK 3W6-WEST 24'FLIT COVERES AND 9.CONTRACTOR 9HALL REND VERIFY THE INVERT E(EVATDN OF THE SEWER FIFE LEAVING Tun 1Q W A -WATER LINE LL O'f 1.1/4' M THE HOUSE PRIOR TD WE INSTALLATION OF THE SEPTIC SYSTEM.THE CONTMCTOR = Y d SAFETY GRATING LOT AREA 25,339 SQFT. 0.5a2 ACRES = f` SHALL NOTIFY THE ARCHmscr 6 RE-OF ANY DIsCREPANCEs. -9'- - N HIGH WATER ALARM FLOAT EOOrnNo coNToun O_ J „` HYDRO-ACTION TREATMENT UNIT 0 RECORC ENABLED FLOAT 10.CONTROL PANEL To BE PLACED ON AN 1B-INCH HOPE PRE PEDESTAL PLACID ZONING R-40 RESIDENTIAL U O M PLAN (N.T.S.) VERTICAL AND SET 2-INCNES ABOVE GRADE TO PREVENT WATER INTRUSION. (B') -PROPOSED CONTOUR t- CD Z W 11.A MOUSE TRAP 9iA11 NOT EXIST W BE INSTALLED UPSTREAM OF THE I/A awls.THE STORMWATER Pao ALL ELEVATORS SHOWN ARE NAVD 1988 Do I/A OWLS SHALL VENT THROUGH THE SEWER PIPE NO ADDITIONAL VENTING IS DRAINAGE CALCULATIONS: oWrs - ON-STE WASTEWATER PROPERTY LOCATED AT ORIENT w T=EAIMFNT sYSTCA MAT D OV EANT BT'OTCFIE SEA SECTION TRIO REQUIRED. AREA z(2'/12.1 a STORAGE gEDLngED =Q W To RE]HOIE N nLEG OCTOBER 2S.Met FILE N0.3444 PGMP E PROPD�n HOUSE/PgGCH ROOF AREA, TOWN OF SOUDIOU, (, cwE OOL TANK ARID H D-D3 - 3,22E SF.z 0.167-538.E W/FT.OF STORAGE REQUIRED SUFFOLK COUNTY,NEW YORK WSTALL WATERTIGHT gAIID BGE JGNT APRROVED BY NOTE: 6 4 CF./4226 0.F/WF.OF 8'0 RING-12.7 V.F.OF 8'B RING REO'D VW D A gLAy-wT uDe 6E Ns A ID DN DWrs/swTI�c TANK UTILITY NOTE: GROSS FLOOR AREA: WIILT WUT WASIS2GE IF WBTALIID W FXTERIOFC IN 4In" UNODRgiWNO UTILITY PROVIDE(1)BL.6'DEEP DRAINAGE LEACHING POOL AND ETCLSTNG LOT AREA=T5,318 SF SITE NOTES, PIPE ro UE SEPARATION ro TOME ALL PTI.TA MDUWE A s SEPARATION DISTANCE IS (1)B'B x 7 DEEP DRAINAGE LEACHING POOL MAX MGM FLOOR AREA-3.wa IF.+IOK EXCESS LOT AREA EOSTING SITE[:ONOmWS AS SHOWN LP•'6 MBA UPAMTtlH ro OW'IS/SEPTIC TANG 6'MIN.To SANTARr FOfl A TOTAL OF 6{9 W/Fr.FRONDED STORAGE OVER 20.OD0 s.F C5.336 SF.) ARE BAUD ON 1HPORI TON PROVIDED ON PitEf srsTEM 5,338 S.F.z 10�-533 S.F.+3.350 S.F.-3.893 S.F.MAX SURVEY PREPARED BY PAUL BARILSO,I.S. LME SATE LR WATER LINE IS TO•LLNNIN. DATED 4-30-22 d B EPPM OTHER TO SANITARY SYSIW PROPOSED FIRST FLOOR- 1..52 S.F. L SHARABLE PROPOSED GARAGE- 820 SF. COVER PROPOSED SECOND FLOdt-1.046 IF PRGa DBL HT.AREA- iW SF. K VARIES EXISTINGI ZONING R-40 RESIDENTIAL LDING SETBACKS: N 0 46 E180W TOTAL PROPOSED CRO55 FLOOR AREA-3767 IF. ,$ C-C2 Y 3767 IF.<•µ9B3 Si.-UNDER BY 116 S.F. MAIN BIDG-FRONT YARD-40'(NON-CONFORMING LOT) A FROM SIDE YARD(MIN.)-15 3 G. TD OWrs TOTAL SIDE YARD- 6' F TANK REAR YARD-5W HEIGHT-3T MAX CLEAN-OUT DETAIL ACCESSORY-.FRONTYARD- N.T.S. LOT 95 SIDE d REAR- r TwGx CWPAcTm �.C.T.dL 1000-15-6-8 LOT 96 a9 3/4• r-Y 7z• $x.T.Y. 1000-15-6-7 OµD. MAR TaE=N Not 0R 1URMERLY C!AF fi t1/{'IN ANY gRFL110N ( \ PORN d Gr-IlE CAP,srs' LOT COVERAGE: LP. CaNRAD dOElif��OMEN (IMPROVED LOT-MEtt MATERJ I EXISTWC LOT AREA-26,338 AN600 TREATMENT TANK (P d"N`L"ND) MAX5 S.F. 0X-5. 7LOT AREA TAX L SF,z 20X-6.0%LOT YAX ,L, -- PROPOSED FIRSTGARAGE FLOOR- 7UO IF. N.T.S. I IX ,r e7 15'.�O" IX PROPOSED COVERED - 327 IF. I UTOTY UTIUTY PROPOSED WYDEED POUCH- 35 S.F. _I - PIXEL 162.35' EX OVERHEAD WIRE `-_�•�- POLE PROPOSED WYQGED PATIO- 326 SF. IOTk PROPOSED AREA- 3,T24 IF. ryo' tiy% \ .Vy1 =4 IF./25,338 SF 1.79 LOT COVERAGE yEy 0 _ T PA UUP W �❑ _____ _V w.uivcp:w.r I F \ NI=E50.0' +l 1 PwIETIttfNE 10'�ImPE PIPE PLACID THE _______Rn�n ENGzOSRE yFATIGI ANpro RFwE a O iONu I 152.0 wNma PANEL w.r - L5 P q a o e `�,.Y TO(NT:)P `ELTPC.\ PROPOSED GRw4o aR _� I o / SANITARY SYSTEM DESIGN: =o- PROPO PROPOSED 4 BEDROOM RESDPRCE LLI -_- _-9 u""i,�a " 1 m P. OCVESIIC PROYIDO 1-GN-SITE WASTEWATER > o-__ _____ I 1 0 / S n I TREATMENT SYSTEIA / 8 WELL AND LATERAL MUST BE 44.GFo WIN.REC'D. p EIEL'NIRICJA�PFLY <warteu.,+EavE na"s - - u.�.c Win•u0awwn I p / M-� (�t16W w/EKPAHS,DN TD 6W.GPD) I� 4 e^ AAA ro rITEA ENr MET HroROAcnON cWma <'=N"'m a_1 SHOWN ON FINAL SURVEY Q PA!H� A� (SEE ROTE B) PUMP AND CdtPw40R �,._Ioue <' � - 1 15.0' T 1-B B.12'DEEP LEAGnNc POOL d LO FV4 ®s-,CLUED ________moo'�T�u.�E SIDE ^y SOX FUTugE EXPANSION W� SETBACK (a T\ U ITS AlA/C - +ry I I LU(�� LQ CONTROL PANEL WIRING DIAGRAM LaL �� , W 1 N. I 1 N.T.S. N.T.S. ^ 1+ry0 :]-- ENTRY b If y0 W3VERED /� 1 O I t- N PATIO fio.o' O N W I Z PROPasED zD.o• L O S O PROPOSED SIDE SETBACK 1 O (o -CAR sr}ti Nz7.a• \'' I O w HAT 86 I O u7 O 1 ;2Y$' :_.216 `� AgACE LOT 88 E 1 GRAVLt..: 2s4 I 1 C.T.k 1000-15-6-5 O(0 O }: HOUSE �/ �s oAl AY'..'•�.;•.. _ �' 4'0 SDR36 MIN. 4'e SI)R36 MIN. )'•d TM• 10D0-15-6-6 \\\\\ E W SIIB-FL P.V.C.PIPE O P.K0.PIPE O ADM OR FORMERLY 256 I NDM OR FORMERLY EL 27.5' MIN.1/4'PER FL MIN.11W PER FT. J'B d CD MORT01Y LIVING TRO;RT I �� 6 � �1 e ]•`� (IMPROVED d LOT - ELL OMEN (IMPROVED LOT-WELL HATER) 1 -, ,,I.'�•••L, ` I (IMPRDVSD LOT-*ELL MATBR) PANEL f COVERED PORCH I COVERSLAB OUT I.G.MIN. LOCI(INC 0.6 MIN. SHADE LO'MIN. ^6 1 I 2.5'MAX COVERS 1.0'MAX CEU.AR EL22]b' 0L 39 20'MAX. +I lESr R-150.0', WALKWAY 9 + 1 HOLE SAB MESHES I FLa27I BACK + /a (e'e.e'\ Q EL 17.87 IEL21.3S INV. ENV. o0000o m a 1 I '.( / �'W SOK maemum sePvatio�r ee _ 1120.3T' EL2O.16' o000o m z z� WIXELL I Nag:.NEW a'e CAST IgaN 8 ME E g 1 �/I (� ��UNAEm TI 1 PIPE O NEW F.NDAIKR IN EX.I o00000 .. Gn WALL a:EXTEND 2') EL20.25 SDE:tz' o WUL e.s' :.15:6'-'. „" (f},�/ U=N I $�• -U\�-� _ BEYOND FACE OF WALL oOEFP LP o z 150.D' -:.• _ Fr, Fiv.TS' 1 BOT.EL16.0' o 0 0 1 i I z 0 -Y 3B.D'(N.T,3.) 11.9'z 6.5' B.0' ------ .'0- TO E%.WELL "'Ia LP?IIRAOE PFD�PpsE04 S SETBACK (10'MIN.) OWLS MIN. o0000o PIT (N.T.S) "EL•'., \=/ GRABS 3• W�RCARaM 4 OMR OWT 000000 BYSIEIE Q S WIN.COLLAR SACKFUL. - L ' _--__`- REBAR1 wr 1 4ATERAL ON SDEs TG BE iD 3 BOT.ELB.87 y L�_�'-� PIPE ____�-�1- -�-- ?I .. D_ CLEAN SAND d TRAw. UNDISTURBED �'' ::: 'i: + - D w- - - UNDI Design Professional's Certification Required. + 5'83'52'40 E- 5 - At 90*00=00"E ti IF IDNWU ED Submit P.E.or RA Certification For 6700' +ry 111.28' RT)"< APRON The Installation and Construction of the Sewage Disposal System -i NO SURF-WATERS (/) o SANITARY SYSTEM PROFILE: Use Form WWM-073 +ry EX EDGE OF PAVEMENT 9B�PR0PQ^ I y' N.T.S. +ry' +I � 0 N PLEASE NOTE + W t4' O II NORTH SEA DRIVE W L�AA°�ND z Sanitary system not to be installed "�D WA Q O under driveway. M ON N om,R� o W M S:A OGK ARE VADANT ZE ED A� Ciy oqr: '^chi'. 22-27 c, c ;% SITE PLAN =,, ra4a3 PAC 1•=20'-0" DATE �O 11/9/22 SHEET/ 1 0 PER S.C.D.H.S. 6/19/23 PAC 1 HEALTH DEPARTMENT APPROVAL BOX EMAIL: 8'-21/2' B info&cgorten.com 2'-11 3/4- 2'-8 3/4• 2•-,- GENERAL NOTES: MADE M r LEGEND / SYMBOLS: CHAMBER Volume(gal) 1.OW[B SHALL BE TESTED MR WATER TIGHTNESS PRIOR TO ARRIVAL TO THE SITE USWO �=dT _- - A MEfMOD APPROVED BY THE MANUFACTURER TaP wL f PT 1 p(,�ii,• rnNo N.AV.O.Ea.EVATON Setlimanlation Chamber 397 eROM1 v M1'�x Anaerobic FilbaOon Chamber 396 2 THE DE9GIR ENGINEER SHALL OBSERVE THE OWTs PRIOR TO BACIOILL AND DURING �=a.0' _- - sG�(�) -.7114O 4DNl14ENT Q uR parable' ',Fll6ason Chamber 1W1 SYSIFAI STARTUP. -I6Y c uxp gjoPrwxcy clarificaLon Chamber 90 3.THE OWTS WSrALIER STALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY f -w 0 UMUTY POLe Disinfection Chamber 6 DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER aRa1'N BAN. Total Volume 1069 4,AN EXECUTED OPERATION ANO MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE TRAVEL(S, -z--z-- ewsnNP reN¢ 1 At _1pW11Ef PmE PROM�pFR AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCOR THE OPERATION 1= E-_IEa' _- - rr PROPosm OlsmiBunoN Boz r SPECIFICATIONS ANO 1PAWTENANCE CORTRACT RILL BE FIXR A MWWUM PERIOD OF 3 YEARS ¢..IiY L Anaembie Metlia PPI PE 5.THE OVITS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SLFFOU( -PROPosm LEAWIND Pool S E P 1 2 2025 BoarOT eAerobie Metlia PVC/PP/PE COUNTY OFPARII,IENr OF HEALTH. eRaWI GRAVflLY Aerobic Mesta PP!PE 6,THE SURVEYOR OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REONRED BY -PROP.-E -..N POOL wt>•:TeAPT ® © NR urt Rnnv Blower 3.Scfm SWHS EL_IT.R `J _ Q _ (D FR Pip n9 PVC I PP/PE 7.A GARBAGE GRINDER SHALL NOT LOST OR BE INSTALLED UPSTREAM OF THE OWES B.-3r--- `q� -PROPosm oBYWELC �, LlJ�r m0 Mim.Corers Plastic/Cast Iron B,ALL ELECTRICAL LINES FROM THE DWELLING TO TUE CONTROL PANEL AND FROM THE q. Go �OBaFRE a AiR IxTAv,E CONTROL PANEL TO THE JUNCTION eox STALL BE ENCLOSED IN SCHEDULE 40 PVC D GROUNDWATER TEST HOLE: TEBT HOLE prh DisinfectanL(OpUonal) Chlonna Tablets N S •A.F'A111(F�y �s �e it••�rtAS 0 R 1 WcoPExixo) B PIPE ALL PENETRATIONS INTO THE OWrs SHALL BE SEALED AND WATER TIGHT. &COUNTERED WO BM ROY K RD59G,RE .mod �G�,�Gt�c!Ay IB�' J� Rory oPEmNG tTYP. DAIS 4-rA= IJ-W CO PLAN VIEW 9.CONTRACTOR SHALL FIELD VERIFY THE VORT ELEVATION GR TU[SE+,flR PIPE LEAVING THE 140D ALL -WATER LINE TAX 0-:5 Q8�-4v O THE HOUSE PRIOR TO THE INSTAWTON OF THE SEPTIC SY57EM.THE CONTRACTdi EwsnNo roNTOUR LOT AREA:25.336 SO.FT.-4`sB31 ( �f� SHALL NOTIFY THE ARCHITECT OF RECORD OF ANY DISCREPANCIES -9- 10.CONTROL PANEL TO BE PLACED ON AN 18-INCH HOPE Pt PEDESTAL PLACED ZONING:R-40 RESIDENTIAL O()-/p Pi wtu+oFn(OPrwxul °AccEss COVER VERTICAL AND SET 2-WGIH6 ABOVE GRADE TO PREVENT WATER INTRU90R .(9� -PROP05ED CONTOUR I- O Z O za'Aarss fTY'P7 m•Accrss(nEP as ArcEssc P STORMWATER ALL ELEVATIONS SHOWN ARE HAVE)19M 4VG G It.A HOUSE TRAP SHALL NOT EOST OR BE INSTALLED UPSTREAM OF THE I/A OWTS THE N vExw 1/A OWTS SHALL VENT THROUGH THE SEWER PIPE NO ADDITIONAL VENTING IS DRAINAGE CALCULATIONS: DINTS _PROPOSES ON-9TE WASTEWATER PROPERTY LOCATED AT ORIENT T wa1RwT srsrtM OT NO.BI AS sxOµ}i ON � W ii REWINFD. APFA:Ya'/12'Y-STORAGE RFOInRm XLE OF GRIENT BY THE SEA E NO.1 TWO =Q .il. MACT ArEDu HWST/PORCN RDDF AREI. TOWN OF SOUTHO D 1801 /TIE N0.344E l, =4 SF.K 0.157-5M4 OU/Fr.OF STORAGE REWIRED SUFFOLK COUNTY,NEW YORK n n NOTE- UTILITY NOTE: 63R4 C.F./42.26 CIF./Y.F.OF B'P RING-127 Y.F.OF BY RING REOD ISF7J♦-OIIT uuST BE NSTRrET ON OY(S/SEPTIC TANK GROSS FLOOR AREA: NTET :611E IF NSTAUFD ON E%RWOR•N MD. UNDER NO UTILITY PROVIDE(1)B'o a 6'DEED DRAINAGE LEACHING PCOL AND EGTti G LOT AREA- SITE NOTES: SE INSTALLED ro GRb. ALL-YES REGIARE A fY SEPARATION DISTANCE IS 2S3T8 SF. ® (1)Wv K 7 DEEP DRAINAGE LEACHING POOL MA K GROSS FLOOR AREA-3.350 S.F.+10%EX�LOT AREA ETGSTNc 9TE CONDIIIORS AS SHOWN 0. (UN,SEPAMTION TO OWLS/SEPIIO TANK 6'MIN,TO SANITARY FOR A TOTAL OF 549 W/FT.PROVIDED STORAGE OVER 20.000 SF.POD SE) ARE BASED OI INFORIIATON PROVIDED DN n M 'C1 q P �&' 6,336 S.F.z 10f-53T SF.+3,350 S.F.-3,883 SF.MAX. SUR`hY PtSPALgD BY PAIL BARRS4 LS Q SIOPPFIi SAYE In TAI�ITARY6 to' BL DATED:4-30-22 - I •I I OR END FIRST FLOOR-GARAGIE 1B 0 S.F. UPDATED FINAL2-]-26 VER VAG,1 E GGES 1620 CF O O VA- ta•FUKYV TOTAL GROSS FLOOR AREA-%767 S.F. BUILDING SETBACKS- © AErsoa:c MEDw 4W Y 3,767 S.F.<4883 S.F.-UNDER BY 118 SF. EXISTNG ZONING:R-40 RESIDENTIAL AEIu 0NAssEx+atY MGM TO 01Hs MAIN BEDG.-suENE VARARD(MIN.)°-(7fiN CONFORMING LOT) TINN TOTAL SUE YARD-35' REAR YARD-50' HEIGHT-3W MAX SECTION A-A VIEW SECTION B-B VIEW CLEAN-OUT DETAIL , N.T.S. LOT 96 1000-16-6-6 TAT 96 �5'.L�T.Af 1000-16-6-7 120V AL, I 60 NZ,20-AMP POWER SUPPLY. / Not OR FORMERLY LP• mmd d ARMADRE CAPSLp' LbRRAD d R FORI&M oMaR LOT COVERAGE: R12-RING WITH GN➢IN PVC CONDUIT. (Ex 1 RDi OR AO RLY �DOI vATER ALARM VLRWO ♦ / (I{�ROvsD LOr-1rSLL ArsR) \ pS PER NFrR.&1301DUIT. MAIN I (VACAM'LARD) VAO MIG LOT AREA-2A, SF, SERVICE MAX LOT COVERAGE-20K COT AREA PANEL I I FIRST FLOOR 20)<I,62 057 .MAX r- N 87' 15.30"{{/ II U UTY moo PORCH- an SFF. CONTROL _ STAKE 162.35' EX OVERHEAD WIRE POLE f%1VkRE0 PATIO 326 SF PANEL -_____ _-__-____ �.��-�---� ��.rrr111 a.vra�_z.__ -� -__--------------- TOTAL AREA- 3,2z4 SR TAKE I EL I ELEC. PO ETM L D. 1 3]24 S.F./T5,338 SF,=12TX LOT COVERAGE cSERVICE 1 L-J \C°NNECTION i \5 1 \\ W/GFIATE I 153.5' IwRDv1RE SYSTEM DIMS. 1 tiR�lSpo• 1 TO Ex.L.P. 1 R-23-0603 FINAL INSTALLED E a L ➢ I DN Ca \LP•/ SANITARY SYSTEM DESIGN: GROUND RDD 0 18.0' 18.V (O.W.1 C PROPOSED 4 BEDROOM RESIDENCE LLI D.B. 19.5' 25.0' E \-/ NEW L _� LP. 4TO 6&0' 1 /' W 1 PROVIOL 1-CN-TPF+V7M&I SYBTEIA F.E. 3fi.0 522 a '� I LID GPD MITI REO'D, p 54.0 77.0 )\ Ira ((2N7 W/CAPACITY TO]00[AO) •(g 1 1-OLSiRIBUDCN BOX FOR FUTURE EOD. Ii1 FUJIMAC BLOWER N, 1 1-8'r K/2'DETF LEACHING POOL U LLJ Q(T eoRII-2oolat O^^Im = WW I I W(/) T R CELAR 233 'D' , I[u I _�- 1 ELECTRICAL ONE LINE DIAGRAM (� 6 FJrTRY Di Di C0�PORCH c' 48.6' o I Z s �O Z SINGLE 1 BLOWER UNIT t HOUSE 17.0 a 35.0 HOUSE ,O ci FUJICLEAN UNIT NOT TO SCALE ST,v�I T^ FRAME RES. WW I O 'SINGLE BLOWER) J r Z 2-CAR FIN.FI_EL 27,3' of W .. LOT 88 I IDGRAVEL r GARAGE RIDGE EI...64.3' `N®A/C I O LOT 86 (0 C.T.dI. 1000-16-6-3 W/B,BLK aRe GAR•SLAB E_24•e• ®uNITs = 6'-LtT.AS 1000-16-6-6 E W .YO1Y OR FORYRRLY I 25.V 13.3' 7.5' ® SPUT,R�A�5L,FT_CE,F�a'&[ I G'ONRAD dOR R 0�'dH JB d CD YORrON LNlNG rRU�7 1 aWrs ..N b b - Q A. conm-/ a 14.8' I ta.3 v3 WW�%c qEL Rf 1 (rYPROvsD IDr- YSLL►arss) HOUSE (fI(PROVED LOT-MSLL IYATSR) 1 EEC h PANEL /O.. . WQ ELLt, V.SDR35 MIN, IAItR. / G B GM, METER FlN.FL P.V.C.PIPE O P.V.'PIPE OW I LOOTING /Y 10, COVERED PORCH (� EL 27.3' MITI 1/4 PER FT. MIN.1/B'PER FT, N!>iC 1 I COVERS 1/A MIN. \G� N _ LODGING UR AUID R-21-OSN 1 NSf r�2zY� ID.B. (- GIFAN 1.0'MIN, LODGING COVER 4-E®R001I 1/A OWIB I C&7 FOLYLOK COVER FM N"IUPEPE MITI C O S WT 2.5'MAK COVERS TO GRADE RISER 0.5'MIN, SLAB SANRARY srsEM _ANSGN O O E1,25.65 EL25.F8' GRADE 1.0'RUN. W/O1T7 OW'IS I uNOER i - CEI.AfRL_j 1.0'MAX E-2233' 20'MAX c�eivpj;12NO� ; IOWVEWAY'D U 0, I // F12�i50' WALKWAY EX GRAVEL LE U/�I I `W L J J WV. WELL EL22 DRIVEWAY "OLID I_ _ STAB EL21.83' E31.5' INV. INV. INV. ovoovo < 150.0' I I e'oa12'/�� W/RBUK.CURB A TANKI� I �0 / _ a 0 m n 0 E21.25' EL21.OB' E-20.16, vvvvov Ray-NEW 4'A CAST TRW INV. vv v v vv % R=150.0' 000000 ¢ TO EX WELL GRADE LP.( 1 = Q Q. PIPE O NEW fT]UNDAROR ` M.A.& 3'4BL COLLAR BA[161LL o^^^^o a i N (N.T.S.) EL]2]Y \�/ SETBACK ( O.WI 7/ P "AIL IEY FND 2'MWL V..BOT.E3.16.5' MATWAL ON 9DE5 1D BE v 8 P z 12 v BEYOND FACE O' ALL oOEEP LP.o =i REHLLJ AR�I- MIN. \ / __-i - W CLEAN SAND d t9RAYF1 - r _ vvvvvo i� �-- _ PIPE _____ --� 14.0' 5.0' E' 31.0'N.T.S. 26320H000000 _ S 83'52 40'£ -'+� /� g0'♦00.TIDE E . (10'MIN.) OWrs IN. O.B. (8'MIN.) oo0vo0 n 67,00' •� 1/1.26' - J 00000 ,F _ n= SOT.E-B.67 AO ATaS ___ __ UNDISTURBED ^ W1TflN aI#Ri 11r/y//E' m 0 SANITARY SYSTEM PROFILE: c90uN0 WATER - SQL +ry EX EDGE OF PAVEMENT 1 y7 SUEED r6oPERtt '0 I I N.T.S. IF ENCW TIERED Q .N SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES -N-SUP LDOORO w C WA AND NO 1 Q GO J GRApE APPROVAL OF CONSTRUCTED WORKS FOR NORTH SEA DO l/E < Z ASINGLE FAMILY RESIDENCELPRDPERTYGNNGRT�E 5 GPH �. 2r PULYIOI( u�`V �� EO A��•. o L� U Y NOI RRR RHc HOPE MOTH SEA DIM a VACANT O IRA_TLY�I / /� ^ �Y Burt HOPE Date 9/10/25 _ H.S. Ref NO. R-23-0503 _ C oCaf�l� 6 `.-WIN. a: >� 22-27 n D PAt0.PIPE O " MN 1/r PER The sewage disposal and water supply facilities at this location have been F(+Evl PAC - inspected and/or certified by this Department or other agencies and found SITE PLAN WIMIER'T INVERTS gnP° w to be satisfactory FORA MAXIMUM OF 4 BEDROOMS, 1•=20'-0" C 11/9/22 3' GK BED OF PP6 BOLDS ANHDLE$10 10' 0 10' GGI]R' IM cONFEcm EN EW-M YJM / � © ANAL AS BUILT 8/27/25 PAC SHEET# 4Aw�;4��u��4 TOTERµ¢ YIRN PaYTDK DMOUS LL c �J �RECRtIy W ANY J3.5 TIP. / AXn 7 - fa 1µ' CRAIG KNEPPER, P.E.,CHIEF © FINAL AS-BUILT 7/24/25 PAC DISTRIBUTION BOX DETAIL: Office of Wastewater Management 10 PER S.C.D.H.S. 5/19/23 PAC N.T.S. „, CGenerated by REScheck-Web Software �J( Compliance Certificate Project 22-27 #655 North Sea Drive - Cody Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,637 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 655 NORTH SEA DRIVE CHRIS GARTEN ORIENT, NY 11957 GARTEN ASSOCIATES 680 Larkfield Road East Northport, New York 11731 631-754-5809 INFO@CGARTEN.COM Compliance: Passes using UA trade-off Compliance: 6.7%Better Than Code Maximum UA: 430 Your UA: 401 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling FLAT: Flat Ceiling or Scissor Truss 1,586 30.0 0.0 0.035 0.026 56 41 Walls:Wood Frame, 16" o.c. 2,941 21.0 0.0 0.057 ---0.060 137 -145 Doors: Solid Door(under 50%glazing) 38 0.280 0:320 11 12 Door-FWG.: Glass Door(over 5.0%glazing) 198 0.300 0.320 59 63 SHGC: 0.23 Window CSMT.: Wood Frame _ 295 0.290 - 0.320 86 94 SHGC: 0.29 Floor OVER CELLAR: All-Wood joist/Truss 1,586 30.0 0.0 0.033 0.047 52 75 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has be designed to,meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requ is listed in t REScheck Inspection Checklist. Name-Title Signature Date Project Title: 22-27 #655 North Sea Drive - Cody Residence Report date: 02/14/24 Data filename: Page 1 of 9 � y REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Reviein►- Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 (documentation demonstrate ( )❑Does Not [PR1]1 energy code compliance for the i ❑Not Observable building envelope.Thermal :envelope represented on ❑Not Applicable ;construction documents. f 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, "documentation demonstrate + ❑Does Not 403.7 !energy code compliance for " [PR3]1 lighting and mechanical systems. ❑Not Observable ;Systems serving multiple 1 ❑Not Applicable ;dwelling units must demonstrate f compliance with the IECC ; :Commercial Provisions. 302.1, Heating and cooling equipment is;, Heating: ; Heating: ;❑Complies !:Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr " Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: " i Manual J or other methods Cooling: i g: :❑Not Observable approved by the code official. Btu/hr i Btu/hr ;❑Not Applicable I Additional Comments/Assumptions: --3 3 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 22-27 #655 North Sea Drive - Cody Residence Report date: 02/14/24 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below 40 grade. ;❑Not Observable ❑Not Applicable 403.9 (Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 installed. I❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 22-27 #655 North Sea Drive - Cody Residence Report date: 02/14/24 Data filename: Page 3 of 9 Section F # Framing /Rough-InAnspection . Plans Verified Field Verified Compiles? Comments/Assumptions & Req.ID Value Value 402.1.1, i Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FRI]1 ; _ ,❑Not Observable ; 1Q1 ;❑Not Applicable 402.1.1, ',Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, ; ;❑Not Observable 402.5 [R2]1 ; ; ;❑Not Applicable i �� 303.1.3 U-factors of fenestration products i ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance }❑Does Not with the NFRC test procedure or t ) ;taken from the default table. } ;❑Not Observable i❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ;Requirement will be met. [FR23]1 installed per manufacturer's T❑Does Not coinstructions. 1❑Not Observable , ❑Not Applicable 402.4.3 Fenestration that is not site built I {❑Complies :Requirement will be met. [FR20]1 lis listed and labeled as meeting ;` ;❑Does Not �+9) AAMA/WDMA/CSA 101/I.S.2/A440 3 or has infiltration rates per NFRC J❑Not Observable 1400 that do not exceed code i❑Not Applicable limits. E 402.4.5 IC-rated recessed lighting fixtures Iss ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish t '❑Does Not and labeled to indicate :52.0 cfm {leakage at 75 Pa. �❑Not Observable I ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is J❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and • ❑Not Observable return ducts in other portions of { ❑Not Applicable the building insulated >= R-6 fort I diameter>= 3 inches and R-4.2 i !for< 3 inches in diameter. ; 403.3.2 1 Ducts, air handlers and filter illComplies ;Requirement will be met. [FR13]1 boxes are sealed with J❑Does Not joints/seams compliant with f€i I International Mechanical Code or 1 i - i❑Not Observable International Residential Code, as I , j❑Not Applicable ffff 'applicable. 403.3.5 !Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 iducts or plenums. Not 'J❑Not Observable ; _ ;❑Not Applicable 403.4 #HVAC piping conveying fluids R- ; R-_ ;[:]Complies ;Requirement will be met. [FR17]2 above 105 °F or chilled fluids ;❑Does Not below 55 °F are insulated to >_R-3. -= ❑Not Observable ;❑Not Applicable 403.4.1 ;,Protection of insulation on HVAC y❑Complies :Requirement will be met. [FR24]1 piping. EIDoes Not 40) JE1Not Observable - ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies :Requirement will be met, [FR18]2 zR-3. ❑Does Not ;❑Not Observable ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 22-27 #655 North Sea Drive - Cody Residence Report date: 02/14/24 Data filename: Page 4 of 9 ` 'Sec ion plans Verified Field,Verified #. Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &.Req.I D 403.6 Automatic or gravity dampers are ❑Complies :Requirement will be met. [FR19]2 installed on all outdoor air i i.` ❑Does Not intakes and exhausts. Y.' JE]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 22-27 #655 North Sea Drive - Cody Residence Report date: 02/14/24 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation,Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not r provided. z ❑Not Observable IDNot Applicable 402.1.1, ;Floor insulation R-value. R R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not I table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ;❑Not Applicable I I 1 i I I 1 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and ( []Does Not [IN2]1 in substantial contact with the ❑Not Observable , ;agj ;underside of the subfloor, or floor# , framing cavity insulation is in ❑Not Applicable ;contact with the top side of ;sheathing, or continuous t insulation is installed on the underside of floor framing and 1 extends from the bottom to the Itop of all perimeter floor framing I members. 402.1.1, ;Wall insulation R-value. If this is a;, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;DDoes Not table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑ Mass ;❑Not Observable requirement applies (FR10). ;El Steel i❑ Steel ❑Not Applicable I I I 1 1 I I I i i i 1 303.2 ;Wall insulation is installed per i ❑Complies ;Requirement will be met. [IN4]1 ;manufacturer's instructions. ❑Does Not ❑Not Observable f, - ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 22-27 #655 North Sea Drive - Cody Residence Report date: 02/14/24 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID' 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.11 ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.2, ❑ Steel ❑ Steel i❑Not Observable 402.2.6 [FI1]l ;❑Not Applicable I ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies :Requirement will be met. 303.2 imanufacturer's instructions. }❑Does Not [FI2]1 Blown insulation marked every i { 300 ft2. t❑Not Observable ; J❑Not Applicable 402.2.3 Vented attics with air permeable 1 ❑Complies :Requirement will be met. [F122]2.: Iinsulation include baffle adjacent f ❑Does Not Sto soffit and eave vents that extends over insulation. i ❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 i insulation >_R-value of the ❑Does Not ,adjacent assembly. i ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies :Requirement will be met. [FI17]1 each in Climate Zones 1-2, and i ;❑Does Not <=3 ach in Climate Zones 3-8. i ;❑Not Observable ; ❑Not Applicable 403.3.3' ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies :Requirement will be met. [F[27]1 determine air leakage with i ft2 ft2 ❑Does Not 1 either: Rough-in test:Total leakage measured with a ; I❑Not Observable pressure differential of 0.1 inch i ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler i enclosure if installed at time of jtest. Postconstruction test:Total leakage measured with a i pressure differential of 0.1 inch 1w.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [F]4]1 cfm/100 ft2 across the system or I ft2 ft2 ❑Does Not i<=3 cfm/100 ft2 without air i ❑Not Observable handler @ 25 Pa. For rough-in :tests,verification may need to i ;❑Not Applicable occur'during Framing Inspection. 403.3.2.1 'Air handler leakage designated ; , J❑Complies ;Requirement will be met. [FI24]1 by manufacturer at <=2% of M ❑Does Not design air flow. t � �J❑Not Observable I Y �]EINot Applicable 403.1.1 Programmable thermostats ❑Complies :Requirement will be met. [F]9]2 installed for control of primary !❑Does Not heating and cooling systems and i initially set by manufacturer to ❑Not Observable ; {code specifications. ❑Not Applicable ; 403.1.2 Heat pump thermostat installed ❑Complies ;Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not :not applicable. ❑Not Observable ❑Not Applicable 403.5.1 ]Circulating service hot water ❑Complies :Requirement will be met. [FI11]2 Iyystems have automatic or E ❑Does Not accessible manual controls. ; []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 22-27 #655 North Sea Drive- Cody Residence Report,date: 02/14/24 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req:ID 403.6.1 All mechanical ventilation system i j❑Complies :Requirement will be met. [FI25]2 'fans not part of tested and listed j. ❑Does Not HVAC equipment meet efficacy i and air flow limits per Table ❑Not Observable I R403.6.1. I ❑Not Applicable 403.2 Hot water boilers supplying heat '❑Complies :Requirement will be met. [F]26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback 1❑Not Observable )control to lower boiler water ❑Not Applicable temperature based on outdoor pP temperature. I 403.5.1.1 'Heated water circulation systems ❑Complies ;Requirement will be met. [FI28' have a circulation pump.The #❑Does Not system return pipe is a dedicated + ]return pipe or a cold water supply( , � - �❑Not Observable , 3 pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are [ l i not present. Controls for � :;: .,•� circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and I no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not ;not applicable. 515. Controls automatically !! adjust the energy input to the ❑Not Observable heat tracing to maintain the } ;,I❑Not Applicable ; desired water temperature in the i piping. 403.5.2 !Demand recirculation water ,_ �❑Complies ;Requirement will be met. [F130]2 systems have controls that , }❑Does Not 3 manage operation of the pump l and limit the temperature of the I ❑Not Observable water entering the cold water ;❑Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units i ❑Complies ;Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not :not applicable. ±B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for i ;,` {❑Not Applicable individual units connected to one or two showers. Potable water- i side pressure loss of drain water heat recovery units < 2 psi for individual units connected to athree or more showers. • x. �` 404.1 ;90%or more of permanent ❑Complies :Requirement will be met. [FI6]1 (fixtures have high efficacy lamps.!" ❑Does Not end❑Not Observable ❑Not Applicable 404.1.1 no Fuel gas li lighting pilot light. have f" ❑Complies ;Requirement will be met. ❑Does Not �i .❑Not Observable J❑Not Applicable 401J #Compliance certificate posted. l 10Complies :Requirement will be met. [FI7h, 7❑Does Not r a❑Not Observable ( '❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 22-27 #655 North Sea Drive - Cody Residence Report date: 02/14/24 Data filename: Page 8 of 9 Section Pl ans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3 !Manufacturer manuals for !❑Complies ;Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not !systems have been provided. ❑Not Observable � - ❑Nat Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 22-27 #655 North Sea Drive - Cody Residence Report date: 02/14/24 Data filename: Page 9 of 9 2018 I ECC Energy Efficiency Certificate Insulation Rating R-Value \l i Above-Grade Wall 21.00 } , Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.29 0.29 Door 0.30 0.23 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments v f ` t •r - r �" � '. AtL PLUMB1fCi 1�17�A APPRD ED AS NOTED WATEF�LINES NEED DA B.P.# 5 5V S QRE COVERINd FEE 3 '.D BY NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION—TWO REQUIRED PLUMBER.CER.TIFICAT/Old FOR POURED CONCRETE , 2. ROUGH-FRAMING&PL J,,;RING ON LEAD;CONTEN.T L�FOR 3. INSULATION CERTIFICATE-OF�OCCUR N. 4. FINAL-CONSTRUCTION MUST SOLDER USEIIIN'WATER BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SUPPLYSYSTEM.CANNO REQUIREMENTS OF THE CODES Os NEW EXCEED 2%f0 OF 1%LEA YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED S6tf�f6t6i�WP�-Z-�,� S 44VG BOARD STEES .FRAMING.UNrt1LS SQlMO.D 4 0 OF FOUNDATION LOCATI(� l SCHD HAS BEEN APPROVED. Blower door OCCUPANCY OR and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICA OF OCCUPANCY Must provide Manuals D, J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF All exterior lighting PURSUANT TO CHAPTER 236 Installed,replaced or OF THE TOWN CODE. repaired shall conform to Chapter 172 of the Town Code rxwaa Ya.arx rover _—.-------\ _----_--- ENNL ————————— \ ulaQgvlatmn d= �� b n e wwE - I xie! ------------11--- Ws® I ^� — FRONT ELEVATION / \ t/a'=f-o• (NORTH) / \ / L \ wa I I I�'----- -- lM[ts m,'u.utaM_=----- .4w .10 / \\ RIGHT SIDE ELEVATION // \ 1/B•.i'-0• (NEST) O n o y w�z Mor \ p }zz b R o.La \.I V.O Ate/a tqE ——— a,rnna ' L� ----------- ._�ll'____1ir .,c E�rruoE u•is REAR ELEVATION YNEaxa uu—Hnwi / •I j ®® IWL 22-27 PAC . E I.wua -————————————— _ ----__— a,U' GATE I I 1—T—ZZ—___----- j -__ - - P I 4/22/24 I I� fir, ---------`�'"�`"�r' � �• � 11 =2-r LEFT SIDE ELEVATION (EAST) 11 CLIMATIC 8c GEOGRAPHIC DESIGN CRITERIA: r�a� EMAIL: GENERAL NOTES: info@cgorten.com WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD MEAN GROUND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST UNE DESIGN UNDERLAYMENT FLOOD AIR N EX ANNUAL CLIMATE 1. ALL WORK IS TO CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT AND THE 2020 SNOW LOAD MPH EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARDS INDEX TEMP. ZONE RESIDENTIAL CODE OF NEW YORK STATE. • NEW 2-STORY RESIDENCE MODERATE 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATE OF OCCUPANCY, INSPECTION PROJECT: 20 P.S.F. 140 NO NO YES B SEVERE 36' TO HEAVY 11' YES N/A 510 51' 4A APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. MANUAL J DESIGN CRITERIA NAME: C O DY RESIDENCE INDOOR 3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE CONTRACTOR FROM EXECUTION ELEVATION LATITUDE WINTER SUMMER ALTITUDE CCRRECTION FACTOR DESIGN DESIGN HEATING OF ALL WORK IN ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. HEATING COOLING TEMP TEMPERATURE COOLING TEMPERATURE DIFFERENCE ADDRESS: 655 NORTH SEA DRIVE 25.0 FT. 41' N 15' F 86' F 1.00 70' F 75' F 55' F 4. ALL PLUMBING WORK TO BE INSTALLED IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES. WIND WIND 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, COOLING COINCIDENT WET WINTER SUMMER VELOCITY VELOCITY BULB DAILY RANGE HUMIDITY HUMIDITY COMPLETED OPERATIONS, ETC. ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME ORIENT, N .Y. 11957 TEMPERATURE DIFFERENCE HEATING COOLINGI I PRIOR TO COMMENCING WITH WORK. 11' F 15 MPH 1 7.5 MPH 1 72' F IMEDIUM (M) 40% 32 GR ® 50% RH 6. U.L. APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC OR IONIZATION TYPE AND SHALL BE z I.-_ INTERCONNECTED & HARDWIRED WITH BATTERY BACK-UP. INSTALLED IN ACCORDANCE W/ SEC. R 314. OF THE RESIDENTIAL CODE OF N.Y.S. 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 EDITION OF THE RESIDENTIAL R308.4.5 GLAZING AND WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR NY R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS R408.1 VENTILATION. THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE R608.9.1.1 ANCHOR BOLTS. ANCHOR BOLTS USED TO CONNECT r j [ ] 7. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER AS REQUIRED BY THE COUNTY HEALTH � � CODE OF NEW YORK STATE. FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY LIGHT-FRAMED FLOOR, CEILING AND ROOF SYSTEMS TO DEPARTMENT, LOCAL BUILDING DEPARTMENT AND ALL OTHER AGENCIES HAVING JURISDICTION. ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE WITH SECTION R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A ) CONCREE WALLS IN ACCORDANCE WITH FIGURES R608.9(1) THROUGH Q LW A BASEMENT SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS 8. THE CONTRACTOR SHALL MAINTAIN THE EXISTING EXITS, CORRIDORS, AISLES, AND DOORS FREE OF OBSTRUCTIONS 0 1A. THE DESIGN LOAD CALCULATIONS ARE TAKEN FROM "MINIMUM DESIGN LOADS THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE R608.9(12) SHALL HAVE HEADS, OR SHALL BE RODS WITH THREADS ON AT ALL TIMES. rn FOR BUILDINGS AND OTHER STRUCTURES BY THE AMERICAN SOCIETY OF CIVIL MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE IN THE INDIVIDUAL DWELLING UNIT. [NY] R314.4.1 HEAT DETECTION NOT LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 BOTH ENDS WITH A HEX OR SQUARE NUT ON THE END EMBEDDED IN f- z � ENGINEERS" AND ARE AS FOLLOWS: CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING INTERCONNECTION. HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR THE CONCRETE. BOLTS AND THREADED RODS SHALL COMPLY WITH 9. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. - M2 OF UNDER-FLOOR SPACE AREA R408.2 OPENINGS FOR UNDER-FLOOR i `n AND EACH PANE IN MULTIPLE GLAZING. ) SECTION R608.5.2.2 10. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE RESIDENTIAL CODE OF LIJ FIRST FLOOR 40 LBS. L.L., + 10 LBS. DL. = 50 LBS / S.F. TOTAL LOAD SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT. VENTILATION. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT N.Y.S. & SHALL ALSO CONFORM WITH GENERALLY ACCEPTED STANDARDS WITH RESPECT TO STRENGTH, DURABILITY, = E O d- EXCEPTION: R314.5 COMBINATION ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE CORROSION RESISTANCE, FIRE RESISTANCE, ENERGY CONSERVATION, AND OTHER QUALITIES RECOGNIZED UNDER = CL LO SECOND FLOOR 30 LBS. l.L., + 10 LBS. DL. = 40 LBS / S.F. TOTAL LOAD GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 M2) OF R608.9.2 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED Y ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. THOSE STANDARDS. _ r- UNDER-FLOOR AREA. FLOOR SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS AND = TOTAL LOAD W ATTIC (UNINHABLE) 20 LBS. LL., + 10 LBS. DL. = 30 LBS / S.F. T STRAIGHT LINE, FROM THE WATERS EDGE OF A BATHTUB, HOT TUB, SPA, R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER LIGHT-FRAMED FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH ONE OF 11. DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH ARE AT VARIANCE WITH THE Q 0 ROOF 45 LBS. L'L., + 20 LBS. DL. 65 LBS / S.F. TOTAL LOAD WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL R408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. THE FOLLOWING: LAW ORDINANCES, RULES OR REGULATIONS, BEARING ON THE CONDUCT OF THE WORK SHALL BE REPORTED I� U o n STEAM ROOM. SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FOR FLOOR SYSTEMS OF WOOD-FRAMED CONSTRUCTION, THE PROVISIONS PROMPTLY TO THE ARCHITECT. I- 00 z 1- R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM FROM A BATTERY. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE NOT SMALLER THAN 18 INCHES oo .� CHAPTER 3-BUILDING PLANNING BY 24 INCHES 457 MM BY 610 MM OF SECTION R608.9.1 AND THE PRESCRIPTIVE DETAILS OF FIGURES 12. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING APPROVALS FOR THEIR WORK WHICH � � � � EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF ( ) R301.1 APPLICATION. BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF [NZ] R315.1 GENERAL. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN - R608.9(1) THROUGH R608.9(4). MAY BE REQUIRED. CHAPTER 5 FLOORS 13. THE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, TRANSPORTATION'S, SAFEGUARDS, ETC., = < w CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. R608.9.3 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED AS REQUIRED FOR THE PROPER EXECUTION OF THEIR WORK. LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC CEILING AND ROOF SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS R502.1.1.1 PRESERVATIVE-TREATED LUMBER. PRESERVATIVE TREATED DIMENSION LUMBER SHALL BE AND LIGHT-FRAMED CEILING AND ROOF SYSTEMS SHALL BE IN 14. ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT IN WRITING FOR LOADS AS PRESCRIBED BY THIS CODE. R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOODBASED PRODUCTS APPROVAL. IDENTIFIED AS REQUIRED BY SECTION R317.2. ACCORDANCE WITH THE FOLLOWING: FOR CEILING AND ROOF SYSTEMS OF HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF R502.1.1.2 END-JOINTED LUMBER. APPROVED ENDJOINTED LUMBER IDENTIFIED BY A GRADE MARK WOOD-FRAMED CONSTRUCTION, THE PROVISIONS OF SECTION R608.9.1 15. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING THE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA. BUILDINGS AND PORTIONS OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN CONFORMING TO SECTION R502.1.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH AND THE PRESCRIPTIVE DETAILS OF FIGURES R608.9 9 AND R608.9(10). CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY THEREOF SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE WIND PROVISIONS OF E OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING ACCORDANCE WITH AWPA U1. SOUD-SAWN NEMBERS OF THE SAME SPECIES AND GRADE. END-JOINTED LUMBER USED IN AN ( > AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING FOR ADEQUATE AND THIS CODE USING THE ULTIMATE DESIGN WIND SPEED IN TABLE R301.2(1) ASYR310.1.1 ALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RES-CUE 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHERE ASSEMBLY REQUIRED ELSEWHERE IN THIS CODE TO HAVE A FIRE-RESISTANCE RATING SHALL HAVE THE PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY SCAFFOLDING, STAIRS, ETC., AS DETERMINED FROM FIGURE R301.2 5 A. ENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHERE CLOSER THAN 12 DESIGNATION 'NEAT-RESISTANT ADHESIVE'OR 'HRA'INCLUDED IN ITS GRADE MARK. WELL AS PERMANENT CONSTRUCTION. ( ) R502.1.2 PREFABRICATED WOOD I-JOISTS. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR CHAPTER 7 WALL COVERING 16. THE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE, PHYSICAL CONDITION DISCOVERED, AS WELL R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED INENS TO A PUBLIC WAY. INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED PREFABRICATED WOOD I-JOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. D5055. AS ANY EASEMENTS, ETC., NOT INDICATED ON THE SURVEY OR PLAN. NO WORK SHALL PROCEED UNTIL SAME IS GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. WINDOW 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR R702.1 GENERAL. INTERIOR COVERINGS OR WALL FINISHES SHALL BE ADDRESSED AND RESOLVED. R502.1.3 STRUCTURAL GLUED LAMINATED TIMBERS. GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), REQUIREMENTS OF THE LARGE MISSILE TST OF ASTM E 1996 AND ASTM E 1886 AS OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. AND IDENTIFIED As REQUIRED IN ANSI a1sa.1, ANSI 117 AND ASTM D3737. 17. IF IN THE COURSE OF CONSTRUCTION S A CONDITION EXISTS WHICH ARCHITECT I WITH THAT AS INDICATED ON THESE MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT R702.3.R17MATERIA SA GYPSUM BOARDNANDAGYP GYPSUM PANEL PRODUCT PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IN WRITING. SHOULD THE CONTRACTOR R502.3.3 FLOOR CANTILEVERS. FLOOR CANTILEVER SPANS SHALL NOT EXCEED THE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, THE CONTRACTOR SHALL ASSUME ALL WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED OPENING. CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C22, C475, RESPONSIBILITY AND LIABILITY ARISING THEREFROM. IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. IMPERVIOUS MOISTURE BARRIER. NOMINAL DEPTH OF THE WOOD FLOOR JOIST. C514, C1002, C1047, C1177, C1178, C1278, C1396, C1658 OR C1766 AND 18. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS R502.8 CUTTING DRILLING AND NOTCHING. STRUCTURAL FLOOR MEMBERS SHALL SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SIZED, CONSTRUCTED TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBIUTY , R302.5 DWELLING-GARAGE OPENING AND PENETRATION' PROTECTION. SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 R318.1 SUBTERRANEAN TERMITE CONTROL METHODS. IN AREAS SUBJECT TO SECTION. OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN R702.3.1.1 ADHESIVES. EXPANDABLE FOAM ADHESIVES FOR THE 19. IT IS NOT THE INTENT OF THE SPECIFICATIONS TO PROVIDE FOR SUBSTITUTION OF MATERIALS BY SPECIFIC BRAND R302.5.1 OPENING PROTECTION. OPENINGS BETWEEN THE GARAGE M2). DAMAGE FROM TERMITES AS INDICATED BY TABLE R301.2(1), PROTECTION SHALL BE FIGURE R502.8. INSTALLATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL WHETHER EQUAL OR UNLESS SPECIFICALLY CALLED OUT. WHERE MATERIALS ARE NOT SPECIFIED CONTRACTORS AND THE RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS BY ONE, OR A COMBINATION, OF R502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED CONFORM TO ASTM C6464. ARE TO PROVIDE SAMPLES FOR APPROVAL. NOT LESS THAN 1 3/8" ITV THICKNESS, SOLID OR R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY THE FOLLOWING METHODS: WITH HEADER AND TRIMMER JOISTS. 20. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF IN A LEGAL HONEYCOMB-CORE STEEL_ DOORS NOT LESS THAN 1 3/8" THICK, ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 1. CHEMICAL TERMITICIDE TREATMENT IN ACCORDANCE WITH SECTION R318.2. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. OR 20 MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF- 44 INCHES ABOVE THE FLOOR; WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL 2. TERMITE-BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LABEL R506.1 GENERAL. CONCRETE SLAB-ON-GROUND FLOORS SHALL BE DESIGNED AND R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN CLOSING DEVICE. BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. 3. PRESSURE-PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH THE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION OR ACI ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, 21. FA THE COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE R310.2.3 WINDOW WELLS. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE PROVISIONS OF SECTION R317.1. 332. FLOORS SHALL BE A MINIMUM 3-1/2 INCHES (89 MM) THICK (FOR EXPANSIVE A118.1, A118.3, A136.1 AND A137.1. R702.4.2 BACKER BOARDS. OWNER PRIOR TO RELEASE OF FINAL PAYMENT. R302.6 DWELLING-GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED NOT LESS THAN 9 SQUARE FEET, WITH A HORIZONTAL PROJECTION AND WIDTH OF 4. NATURALLY DURABLE TERMITE-RESISTANT WOOD. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER SOILS, SEE SECTION R403.1.8). 22. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTING STRUCTURE DURING THE ENTIRE AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH NOT LESS THAN 36 INCHES. THE AREA OF THE WINDOW WELL SHALL ALLOW THE 5. PHYSICAL BARRIERS IN ACCORDANCE WITH SECTION R318.3 AND USED IN AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS CONSTRUCTION AND ALTERATIONS TO THE EXISTING STRUCTURE AND SHALL TAKE ADEQUATE PRECAUTIONS TO SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE EMERGENCY ESCAPE AND RESCUE OPENING TO.BE FULLY OPENED. LOCATIONS AS SPECIFIED IN SECTION R317.1. R5072 MATEFIALS MATERIALS USED FOR THE CONSTRUCTION OF DECKS SHALL COMPLY WITH LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE PREVENT DAMAGE TO THE EXISTING STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD OCCUR TO THE EXISTING R702.3.5: . .THE WALL SEPARATIO14 PROVISIONS OF TABLE R302.6 SHALL NOT APPLY 6. COLD-FORMED STEEL FRAMINg in accordance with Sections R505.2.1 and R603.2.1. MANUFACTURERS RECOMMENDATIONS. STRUCTURE AS A RESULT OF THE NEW WORK, THE DAMAGE SHALL BE: REPAIRED TO THE SAIISFACTION OF THE THIS SECTION. ARCHITECT AND OWNER, AT THE SOLE EXPENSE OF THE CONTRACTOR, TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT R310.4 BARS, GRILLES, COVERS AND SCREENS. BARS, GRILLES, COVERS, SCREENS CHAPTER 4 - R507.2.1 WOOD MATERIALS. WOOD MATERIALS SHALL BE NO. 2 GRADE OR BETTER R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR RETARDERS ARE 23. INSTALL OUTLETS AS PER LOCAL / STATE CODES. IN GENERAL, OUTLETS SHALL BE PLACED 12'-0" O.C. ALONG WALL. OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND FOUNDATIONS LUMBER, PRESERVATIVE-TREATED IN ACCORDANCE WITH SECTION R317, OR REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, WALL SPACES AND NOT MORE MORE THAN 6'-0' FROM THE CORNER OF A WALL OPENING. IN ADDITION, ANY RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS THAT SERVE SUCH R302.7 UNDER-STAIR PROTECTION. ENCLOSED SPACE UNDER STAIRS THAT IS OPENINGS, PROVIDED THAT THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH 1. ALL FOUNDATIONS TO CONFORM WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 4, APPROVED, NATURALLY DURABLE LUMBER, AND TERMITE PROTECTED WHERE 6, 7, 8 AND MARINE 4. SO E 2'-a" IN LENGTH OR LONGER WITH THE EXCEPTION OF HALLWAYS, BATHROOMS, ENDS OF ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER-STAIR SECTIONS R310.1.1 TO R310.2.3, AND SUCH DEVICES SHALL BE RELEASABLE OR FOUNDATIONS, U.O.N. REQUIRED IN ACCORDANCE WITH SECTION R318. WHERE DESIGN IN ACCORDANCE KITCCHHEENN WALL THAT ISLANDS / PENINSULAS AND LAUNDRY ROOMS WILL RECEIVE AN OUTLET. INSIDE WITHOUT THE USE OF A KEY TOOL SPECIAL WITH SECTION R301 IS PROVIDED, WOOD STRUCTURAL MEMBERS SHALL BE DESIGNED R703.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH REMOVABLE FROM THEE 2. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISIURBEDSOIL WITH A MINIMUM BEARING CAPACITY 24. ELECTRICAL - ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL KNOWLEDGE FROM FORCE GREATER THAN THAT REQUIRED FOR THE NORMAL OF TWO TONS PER SQUARE FOOT AND SHALL EXTEND 3'-D' MIN. BELOW FINISHED GRADE. USING THE WET SERVICE FACTOR DEFINED IN AWC LADS. WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ELECTRIC CODE (N.E.C.) AND THE RULES AND REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL ELECTRICAL (12.7 MM) GYPSUM BOARD. 3. FILL MATERIAL TO BE ACCEPTABLE SAND, GRAVEL ORCOMBINATION OF BOTH WHICH MAY ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. WORK SHALL BE UNDERWRITER APPROVED AND INSPECTED. SUBMIT WRITTEN CERTIFICATE TO OWNER. OPERATION OF THE ESCAPE AND RESCUE OPENING. CONTAIN SMALL AMOUNTS OF OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION. BUT R507.2.2 PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, GUARDS, OR 25. ALL ELECTRICAL WORK IS TO COMPLY WITH ALL CODES AND AN UNDERWRITERS INSPECTION AND CERTIFICATE MUST NONE OVER TWO INCHES, BUT DOES NOT CONTAIN CLAY, LOAM, ORGANIC MATERIAL, DEBRIS AND R703.3.1 SOFFIT INSTALLATION. SOFFITS SHALL COMPLY WITH SECTION BE OBTAINED AFTER COMPLETION. R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND HANDRAILS. PLASTIC COMPOSITE EXTERIOR DECK BOARDS, STAIR TREADS, GUARDS CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDICES FOR WALL AND R310.5 DWELLING ADDITIONS. WHERE DWELLING ADDITIONS CONTAIN SLEEPING FROZEN MATERIAL CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN 4. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF ASTMD1557, AND HANDRAILS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM D7032 AND INSTRUCT( SECTION R703.3.1.2 OR THE MANUFACTURER'S INSTALLATION EACIi NEW SLEEPING ROOM. WHERE DWELLING ADDITTONS HAVE BASEMENTS, AN METHOD C, COMPACT UNDER SLABS, FOUNDATIONS, AND FOOTINGS AT ONE HUNDRED PERCENT OF THIS SECTION. INSTRUCTIONS. 26. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW MAXIMUM DENSITY. COMPACT BACKFILL AT WALLS, EMBANKMENTS, AND UNDER PAVED AREAS AT NINETY R507.3.2 MINIMUM DEPTH. DECK FOOTINGS SHALL EXTEND BELOW THE FROST LINE BASEMENT. PERCENT of MAXIMUM DENSITY. SPECIFIED IN TABLE R301.2(1) IN ACCORDANCE WITH SECTION R403.1.4.1. BE AP FLASHING. APPROVED CORROSION-RESISTANT FLASHING SHALL FLAME SPREAD AND SNTRY OF MOKEDEVELOPED INDEX FOR INSULATION SHALL BE IN EXCEPTIONS: CON71N000SOF UNDATIONS SHALLNDATION GBE ANCHORED TO THE FOUNDAE. WOOD SILL PLATES AND TION N ACCORDANCE WITH THIWALLS SUPPORTED DIRECTLY S R507.5 _ WA ERPNTO THE WALL CAVITY LIED SHINGLE-FASHION IN PENETRATION OF WATERETO THE% , DESIGN CRITERIA: ACCORDANCE WITH SECTIONSS R302.10.1 THROUGH R302.10.5. 1. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW SECTION. R507.5 DICK BEAMS. MAXIMUM ALLOWABLE SPANS FOR WOOD DECK BEAMS, AS BUILDING STRUCTURAL FRAMING COMPONENTS. APPROVED BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE AND 6. R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A SHOWN IN FIGURE R507.5, SHALL BE IN ACCORDANCE WITH TABLE R507.5. BEAM CORROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT THE AS PER 2020 N.Y.S.R.C. TABLE R-301.5 LLJ R302.11 FIREBLOCKING. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED RESCUE OPENING. STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION PLIES SHALL BE FASTENED WITH TWO ROWS OF 10D (3-INCH � 0.128-INCH) FOLLOWING LOCATIONS: LIVE LOADS: CONSTRUCTION IN THE FOLLOWING LOCATIONS: THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO NAILS MINIMUM AT 16 INCHES 406 MM ON CENTER ALONG EACH EDGE. BEAMS EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW (MIN. UNIFORMLY DISTRIBUTED LIVE LOADS 1. IN CONCEALED SPACES OI" STUD WALLS AND PARTITIONS, INCLUDING FURRED 2• AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW ( ) ) ry BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING IN AN DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL BE PERMITTED TO CANTILEVER AT EACH END UP TO ONE-FOURTH OF THE AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXERIGR SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. SHALL FALL NOT FEWER THAN 6 INCHES(152 MM) WITHIN THE FIRST 1O FEET(3048 MM). ALLOWABLE BEAM SPAN. 1. EXTERIOR BALCONIES = 60 P.S.F. 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. TALL FOOTINGS AND FOUNDATION To BE REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH SECTION WALL FINISH OR TO THE WATER-RESISTIVE BARRIER COMPLYING WITM I� SECTION 703.2 FOR SUBSEQUENT DRAINAGE. W LC) 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). R403/FOOTINGS AND SECTION R404/FOUNDATION WALLS. . • 2. DECKS = 40 P.S.F. U Q C) B. R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. R507.9.1.1 LEDGER DETAILS. DECK LEDGERS SHALL BE A MINIMUM 3. ATTICS WITHOUT STORAGE = 10 P.S.F. III 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS R311.1 THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, CHAPTER 8 ROOF-CEILING CONSTRUCTION z V) � OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE ( ) 2-INCH BY 8-INCH 51 MM BY 203 MM NOMINAL, 4. ATTICS WITH STORAGE - 20 P.S.F. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT TI'E TOP AND BOTTOM OF THE RUN. FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES W DWELLING TO THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER PRESSURE-PRESERVATIVE-TREATED SOUTHERN PINE, INCISED R802.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A 5. SLEEPING ROOMS = 30 P.S.F. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. PRESSURE-PRESERVATIVE-TREATED HEM-FIR, OR APPROVED, 0 = 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR E GARAGE. THE REQUIRED EGRESS DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION 6. ROOMS OTHER THAN SLEEPING ROOMS = 40 P.S.F. LEVEL, WITH AN APPROVED MATERIAL T RESIST THE FREE PASSAGE E FLAME AND PRODUCTS OF OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS NATURALLY DURABLE, NO. 2 GRADE OR BETTER LUMBER. AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION 7. STAIRS = 40 P.S.F. cn I- z COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT BODY THAT COMPLIES WITH DOC PS 20. 8. GUARDRAILS AND HANDRAILS = 200 P.S.F. LL I ry ASTM E136 REQUIREMENTS. R311.2 EGRESS DOOR. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED PARGING APPLIED TO THE EXTERIOR OF THE WALL R507.9.1.2 BAND JOIST DETAILS. BAND JOISTS SUPPORTING A LEDGER SHALL BE A MINIMUM 2-INCH-NOMINAL 51 MM , SOLID-SAWN, SPRUCE-PINE-FIR OR BETTER R802.3 RIDGE. A RIDGE BOARD USED TO CONNECT OPPOSING RAFTERS 0 I- 5. FOR THE FlREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL R401.4.1 GEOTECHNICAL EVALUATION. IN LIEU OF A COMPLETE ( ) SHALL BE NOT LESS THAN 1 INCH (25 MM) NOMINAL THICKNESS AND DEAD LOADS: z z 6. FIREBLOCKING OF CORNICES OF' A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES 813 MM WHERE LUMBER OR A MINIMUM 1-INCH BY 91/2-INCH (25 MM LIE 241 MM) DIMENSIONAL, }- ( ) GEOIECHNICAL EVALUATION THE LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. DWELLING UNIT SEPARATION. MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR DOUGLAS FIR OR BETTER, LAMINATED VENEER LUMBER. _ BE ASSUMED. In III R302.13 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THAT ARE NOT OPEN 90 DEGREES (1.57 RAD). THE CLEAR HEIGHT OF THE DOOR OPENING SHALL R402.2 CONCRETE. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 1. TYP. ASPHALT ROOF SHINGLE = 15 P.S.F. REQUIRED ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED, SHALL BE BE NOT LESS THAN 78 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF STRENGTH OF F SC AS SHOWN IN TABLE R402.2. CONCRETE SUBJECT TO CHAPTER 6 - WALL CONSTRUCTION LESS HIPS AND VALLEYS. HIP AND VALLEY RAFTERS SHALL BE NOT 2. TYP. WOOD SHINGLE ROOF 4 P.S.F.P.S.F. 0 � 0 THE THRESHOLD TO THE BOTTOM OF THE STOP. � LESS THAN 2 INCHES (51 MM) NOMINAL IN THICKNESS AND NOT LESS IN (, � Q PROVIDED WITH A 1/2-INCH (12.7 MM) GYPSUM WALLBOARD MEMBRANE, 5/8-INCH MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1) SHALL BE [NY] R602.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A DEPTH THAN THE CUT END OF THE RAFTER. 2. TYP. HARDWOOD FLOOR - 14 W/ 1W/ 1/2" GYP. BD. P.S.F. P.S.F. (16 MM) WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2. THE MAXIMUM WEIGHT OF FLY ASH, GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION 3. TYP. TILE FLOOR = 33 P.S.F. W/ 1/2` GYP. BD. = 35 . .F OF THE FLOOR FRAMING MEMBER. R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OTHER POZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION R802.4.6 COLLAR TIES. WHERE COLLAR TIES ARE USED TO CONNECT 4. TYP. CEILING = 12 P.S.F. EXCEPTION - WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, BODY THAT COMPLIES WITH DOC PS 20. OPPOSING RAFTERS, THEY SHALL BE LOCATED IN THE UPPER THIRD OF 5. TYP. EXT. BALCONY = 17 P.S.F. COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH (50.8 MM SHALL BE NOT LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL THE ATTIC SPACE AND FASTENED IN ACCORDANCE WITH TABLE 6. TYP. DECK - 11 P.S.F. OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS R602.1.3 STRUCTURAL GLUED-LAMINATED TIMBERS. GLUED-LAMINATED R602.3(1). 7. TYP. INTERIOR WALL - 10 P.S.F. DEMONSTRATING R802.5 CEILING JOISTS. CEILING JOISTS SHALL BE CONTINUOUS ACROSS 2 MM) NOMINAL DIMENSION, OR OTHER APPROVED FLOOR ASSEMBLIES [NY] R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDINGS OR MATERIALS SPECIFIED IN SECTION 19.3.3.4 OF ACI 318. MATERIALS USED TO TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN 8. TYP. EXTERIOR WALL = 15 P.S.F. DESTRATING EQUIVALENT FIFE PERFORMANCE. FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 11/2 PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE ANSI A190.1, ANSI 117 AND ASTM D3737. R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. STANDARDS LISTED IN CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332. R602.1.6 CROSS-LAMINATED TIMBER. CROSS-LAMINATED TIMBER SHALL THE STRUCTURE OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR',,PARTITIONS IN ACCORDANCE WITH TABLE R802.5.2. \ AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. THE R404.1.1(2) BE MANUFACTURED AND IDENTIFIED AS REQUIRED BY ANSI/APA PRG OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE R311.3.2 FLOOR ELEVATIONS AT OTHER EXTERIOR DOORS. DOORS OTHER THAN THE ALLOWABLE DEFLECTION OF 320. R802.8.1 BRIDGING. RAFTERS AND CEILING JOISTS HAVING A STRUCTURAL MEMBERS FLOOR AREA BEING VENTILATED. REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT 1. ALL CONCRETE WORK SHALL CONFORM TO IRC SECTION R404 AND APPLICABLE DEPTH-TO-THICKNESS RATIO EXCEEDING 6 TO 1 BASED ON NOMINAL AS PER 2020 N.Y.S.R.C. TABLE R-301.7 EXCEPTIONS: MORE THAN 73/4 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD. RECOMMENDATIONS of THE AMERICAN CONCRETE INSTITUTE(ACI). R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF WOOD-FRAME DIMENSIONS SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING,. 2. ALL CONCRETE SHALL BE STONE CONCRETE (3/4' COARSE AGGREGATE) HAVING A MINIMUM DIAGONAL BRIDGING (WOOD OR METAL) OR A CONTINUOUS 1-INCH BY STRUCTURAL MEMBER ALLOWABLE 1. THE GLAZED AREA NEEDNOT BE OPENABLE WHERE THE OPENING IS NOT CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE REQUIRED BY SECTION R310 AND A WHOLE-HOUSE MECHANICAL VENTILATION R311.6 HALLWAYS. THE WIDTH OF A HALLWAY SHALL BE NOT LESS STRENGTH OF 3000 PSI AT 28 DAYS. 3-INCH (25 MM BY 76 MM) WOOD STRIP NAILED ACROSS THE RAFTERS DEFLECTION 3. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 615 FOR GRADE 60, BE WITH THE PROVISIONS OF THIS CHAPTER AND FIGURES R602.3(1) AND OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET 2438 MM RAFTERS HAVING SLOPES GREATER THAN L/1810 SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION M1507. THAN 3 FEET (914 MM). CONTINUOUS AND HAVE MINIMUM LAPS OF 40 DIAMETERS. R602.3(2), OR IN ACCORDANCE WITH AWC NDS. COMPONENTS OF ( ) 3/12 WITH NO FINISHED CEILING 2. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 R311.7 STAIRWAYS. EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE WITH TABLES ATTACHED TO RAFTERS IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN 4. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185, FLAT R602.3(1) THROUGH R602.3(4). WALL SHEATHING SHALL BE FASTENED R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW SHEETS ONLY CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS INTERIOR WALLS AND PARTITIONS H/180 AN AVERAGE ILLUMINATION OF 6 FOOTCANDLESOVER THE AREA OF THE ROOM AT A DIRECTLY TO FRAMING MEMBERS AND, WHERE PLACED ON THE EXTERIOR THAT HAVE A VERTICAL HEIGHT OF 30 INCHES 762 MM) OR GREATER FLOORS AND PLASTERED CEILINGS L/360 HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND SIDE U AN EXTERIOR WALL, SHALL BE CAPABLE E RESISTING THE WIND R403.1.5 SLOPE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET 2.8 M2 ALL OTHER STRUCTURAL MEMBERS L 240 BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL PRESSURES LISTED IN TABLE R301.2(2)111 ADJUSTED FOR HEIGHT AND ( ) EXTERIOR WALLS WITH PLASTER OR STUCCO L/360 R303.3 BATHROOMS. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER LESS THAN 311 2 INCHES 787 MM WHERE A HANDRAIL IS INSTALLED ON ONE EXPOSURE USING TABLE R301.2(3) AND SHALL CONFORM TO THE FINISH / ( ) IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). FOOTINGS SHALL BE STEPPED SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE REQUIREMENTS OF TABLE R602.3(3). WALL SHEATHING USED ONLY FOR EXTERIOR WALLS - WIND LOADS WITH BRITTLE L/240 OF NOT LESS THAN 3 SQUARE FEET (0.3 M2), ONE HALF OF WHICH SHALL BE FOOTINGS IS WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL EXTERIOR WALL COVERING PURPOSES SHALL COMPLY WITH SECTION FINISHES OPENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE R314.1 GENERAL. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. R703. EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE L/120 ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN A ND SE DANCE WITH UL EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). FINISHES R602.3.1 STUD SIZE, HEIGHT AND SPACING. THE SIZE, HEIGHT AND Ld LOCAL EXHAUST RATES SHALL C DETERMINED IN ACCORDANCE WITH SECTION 217• COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN R403.1.6 FOUNDA11ON ANCHORAGE. WOOD SILL PLATES AND WOOD WALLS SPACING OF STUDS SHALL BE IN ACCORDANCE WITH TABLE R602.3(5). 6" M1505. EXHAUST AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. ACCORDANCE WITH UL 217 AND UL 2034. SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE DIAMETER Ld W [NY] R314.2.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE PROVIDED IN FOUNDATION IN ACCORDANCE WITH THIS SECTION. WOOD SOLE PLATES AT ALL R602.3.2 TOP PLATE. WOOD STUD WALLS SHALL BE CAPPED WITH A = z [NY] R303.7 INTERIOR STAIRWAY ILLUMINATION. INTERIOR STAIRWAYS SHALL BE DWELLING UNITS. HEAT DETECTION SHALL BE PROVIDED IN NEW ATTACHED GARAGES. EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS z PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND [NY] R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. EXISTING DWELLINGS PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES AND INTERSECTIONS WITH BEARING PARTITIONS. TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND UNDERGOING REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR z W LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11 LUX) AS MEASURED SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER (12.7 R602.7.5 SUPPORTS FOR HEADERS. HEADERS SHALL BE SUPPORTED ON REFLECTIVE "V" - TYPE 5 � J J RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY APPENDIX J. MM) ANCHOR BOLTS SPACED NOT GREATER THAN 6 FEET (1829 MM) ON CENTER WHITE CONSTRUCTION Q I-- Q AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT [NY] R314.2.3 ATTACHED GARAGES. HEAT DETECTION RATED FOR THE AMBIENT OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE EACH END WITH ONE OR MORE JACK STUDS OR WITH APPROVED CLASSIFICATION Of � R602.7 EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OUTDOOR TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES THAT ARE EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER (12.7 MM) ANCHOR BOLTS. BOLTS REFLECTIVE FRAMING ANCHORS IN ACCORDANCE WITH TABLE R602.7(1) OR o I- OR MORE RISERS. ATTACHED TO OR LOCATED WITHIN NEW AND EXISTING DWELLINGS. HEAT DETECTION (2)• RED I "FR" - FLOOR AND ROOF EXCEPTIONS: SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE SHALL EXTEND NOT LESS THAN 7 INCHES (178 MM) INTO CONCRETE OR GROUTED R606.2.1 CONCRETE MASONRY UNITS. CONCRETE MASONRY UNITS SHALL PANTONE #187 FRAMING MEMBERS 1. A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC MANUFACTURERS INSTRUCTIONS. CELLS OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE CONFORM TO THE FOLLOWING STANDARDS: ASTM C55 FOR CONCRETE CONTROL OF LIGHTING IS PROVIDED. MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE BRICK; ASTM C73 FOR CALCIUM SILICATE FACE BRICK; ASTM C90 FOR EXCEPTION: HEAT DETECTION SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER. ( � 2 2- 2 7 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO BOLTS LOAD-BEARING CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACED L1 2" ,r �� R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305 CONCRETE AND CALCIUM SILICATE MASONRY UNITS; OR ASTM C1634 FOR STROKE �'.'�,` C:,,;,,'.','\ POWER IN ACCORDANCE WITH SECTION E3401.2.1. 1. IN EACH SLEEPING ROOM. CONCRETE FACING BRICK. r MM OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE - '� '`�\ 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ) TRUSS SIGN DETAIL: i �) ° ' I <.` �_ R304.1 MINIMUM AREA. HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF NOT 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND SECTION. R608.1 GENERAL. EXTERIOR CONCRETE WALLS SHALL BE DESIGNED AND REQUIRED AS PER 19NYCRR PART 1265.4. SIGN IS TO BE LOCATED AT ( ° ';'T �� LESS THAN 70 SQUARE FEET (6.5 M2). HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION EXTERIOR BUILDING ENTRANCE DOORS ATTACHED TO THE DOOR, OR ATTACHED ! 1f'. 1'. P A C R404.1.3 CONCRETE FOUNDATION WALLS. CONCRETE FOUNDATION WALLS THAT TO A SIDELIGHT OR THE FACE OF THE BUILDING, NOT MORE THAN 12 INCHES 3,, - ,Ili � EXCEPTION: KITCHENS. ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN OR IN ACCORDANCE WITH THE PROVISIONS OF PCA 100 OR ACI 318. R304.2 MINIMUM DIMENSIONS. HABITABLE ROOMS SHALL BE NOT LESS THAN 7 FEET INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED SUPPORT LIGHT-FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED IN HORIZONTALLY FROM THE LATCH SIDE OF THE DOOR JAMB, AND NOT LESS THAN (;, " -- / 2134 MM IN ANY HORIZONTAL DIMENSION ACCORDANCE WITH THE PROVISIONS OF THIS SECTION ACI 318 ACI 332 OR PCA 42 INCHES NOR MORE THAN DI INCHES ABOVE THE ADJOINING WALKING '�,\ !`NO. 1 c3 ( ) ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED R608.5.1 CONCRETE AND MATERIALS FOR CONCRETE. MATERIALS USED IN SURFACE. WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, IT r :.+ � � DATE EXCEPTION: KITCHENS. THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 100. CONCRETE FOUNDATION WALLS THAT SUPPORT ABOVE-GRADE CONCRETE MAY BE A PERMANENT NON-FADING STICKER OR DECAL. SIGNS NOT DIRECTLY F -=-' _i°" CONCRETE, AND THE CONCRETE ITSELF, SHALL CONFORM TO APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY, NON-FADING, � 0l- t�',\� 1 1 /9 /2 2 R304.3 HEIGHT EFFECT ON ROOM AREA. PORTIONS OF A ROOM WITH A SLOPING 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY WALLS THAT ARE WITHIN THE APPLICABILITY LIMITS OF SECTION R608.2 SHALL BE REQUIREMENTS OF THIS SECTION, PCA lO0 OR ACI 318. WEATHER RESISTANT MATERIAL CEILING MEASURING LESS THAN 5 FEET (1524 MM) OR A FURRED CEILING FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS MEASURING LESS THAN 7 FEET (2134 MM) FROM THE FINISHED FLOOR TO THE SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED SECTION, ACI 318, ACI 332 OR PCA 100. R608.8.2 LINTELS. LINTELS SHALL BE PROVIDED OVER ALL OPENINGS AN 2 FEET (610 MM) IN WIDTH. SHEET# FINISHED CEILING SHALL NOT BE: CONSIDERED AS CONTRIBUTING BY SECTION R314.3. EQUAL TO OR GREATER TH R404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE R305.1 MINIMUM HEIGHT. HABITABLE SPACE, HALLWAYS AND PORTIONS OF INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION Q FOR BIDS 5/24/23 PAC 1 BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. AT ALL POINTS NOT LESS THAN 4 INCHES (102 MM) WHERE MASONRY VENEER IS LESS THAN 7 FEET (2134 MM). BATHROOMS, TOILET ROOMS AND LAUNDRY ROOMS USED AND NOT LESS THAN 6 INCHES (152 MM) ELSEWHERE. SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES (2032 MM). FOR H.E.R.S. 4/3/23 PAC 10 - - I i EMAIL: info@ccgorten.com 1 x4 OVER 1 x8 RAKE BD. ® GABLE ENDS TYP. STANDING SEAM ALUMINUM ROOF 1 x 4 FRIEZE BD. PANELS TYP. 12 12 14 14 BOT. OF HDR.'S ® GABLE WINDOWS z �- c12 c12 o W TOP OF PLT. TOP OF PLT. Q ICI — . — . — — — CD o � rn TOP OF PLT. ~ Z 0000 BOT. OF HDR.'S ® FRONT GABLES ry Lj I_ Lc) LLI — w I O ,I- o Y -IF w = _ En \ a CX135-3 CX135-3 \_ \ d CL(� J r 1 0 CX14-3 CX14-3 N 1 0 U 0 r) 0o a 1 00 a I— O Z cD r- 00 12 — N 7 Q TOP OF SUB-FL. = Q Ld — _ - TOP OF SUB-FL. ❑ _ TOP OF PLT. .2 TOP OF PLT. ® GARAGE WALLS FLYING GABLE BOT. OF HDR.'S 71 BOT. ® GARAGE .S 1 x 6 FASCIA BD. o WINDOWS � - OVER 2 x 4 0 SUB-FASCIA TYP. o O CW13 Oa a_ CX14-3 / / CX14-3 0 0 5/4 x 4 CASING 12' 12' 1 x 4 FRIEZE BD. N 0) a. m ao AROUND DOORS Cx24 CX24 EEL - .L 6070 O DBL. .L TYP' & WINDOWS W/ i� i� CROWN ----� ` - TOP OF SUB-FL. TOP OF SUB-FL. TOP OF WALL TOP OF WALL TYP. I I TYP. CULTURE ( I I I I I LHORIZ cO I I I NEER SIDING ONTAL STOqE I I ® ENTRY WALL1 I I I I I 1 I I I I I i t I I NOTE:ALL I I :i I I EXT. COE �A.F.F. GFI OUTLET ® I � o TOP OF FTG. - - - - - F aO 1- LIGHTING OUTLET FRONT & R I 0 pd ® GARAGE - - - - - L - - - REQ'D ® EA. EGRESS GRADE ACCESS 'a) O� m , I I ( I I I I I DOOR AS PER N.Y.S.R.C. AS PER N.Y.S.R.C. 1 i I I I I I I I E-3903.3 E-3901.7 I I 1 0 TYPICAL-----P. _ - - - � I �1- - - - - - - - - - - - - - - - - - r_J I - - - -- LL 1_j I� NYPIEW CASALAL �ISUTANDMINUM STANDISEAMNG � ROOFING: I— STEP FOOTING MAX. I L - - - -, T I- - - - - - r -r - - - - - - - - - - - - - - - - - L L -L - -I- - - - - - L -I- I I � _ - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - ROOF PANELS OR APPROVED EQUAL 30' L - - -1 1 I T T I COLOR: GRAY OR AS SELECTED BY OWNER TOP OF FTG_ - - - - - - - - - - - - - - - - - - - - - - - - - - -1 L- - - - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - — � TOP OF FTG. — . - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - -1- - L - - - - -- - - - - - - - - - - 1- - -L - - - - - - - - - - - - - - L - 11- - - - - - - - - -J TYPICAL (ROOFING: G.A.F. 71MBERILINE ULTRA "H.D." LIFETIME HIGH DEFINITION ASPHALT ROOFING FRONT ELEVATION SHINGLES W/ LIFETIME WARRANTEE. COLOR: AS SELECTED BY OWNER 1/4"=1'-0" (NORTH) LLJ TYPICAL HORIZONTAL SIDING: > WINDOWS & DOORS. U.L. RATED FLUE HORIZONTAL SIDING W/ 5" EXPOSURE. COLOR: AS SELECTED BY OWNER W/ � PIPE FROM GAS o z MATCHING CORNERS AND WHITE SOFFITS, 0 THE FOLLOWING PRODUCTS ARE SPECIFIED AS PER R-609 AS THEY MEET OR EXCEED FIRE PLACE _ _ iC*11 FASCIA, TRIM, & ACCESSORIES THEIR REQUIRED DESIGN PRESSURE INDICATED ON THIS PAGE AND REQUIRED UNDER Li STATE CODE. THE :2020 RESIDENTIAL CODE OF N.Y.S. U W � 1, WINDOWS WILL BE ANDERSEN 400 SERIES CASEMENT WINDOWS AS SHOWN WITH HIGH TYP. CULTURE _ PERFORMANCE LOW-E4 GLASS WITH A U-FACTOR OF 0.29 (.32 MAX.) / SHGC OF 0.29 _- - TYPICAL STONE VENEER: Li STONE VENEER ® CHIMNEY AND A PERFORMANCE RATING OF DP 30 MIV. INTERIOR COLOR: HMITE EXTERIOR COLOR: WHITE _ CULTURED STONE VENEER MANUFACTURED 0 = 2, ENTRANCE DOORS WILL BE THERMA-TRU OR EQUAL, PREHUNG INSTALLED IN 1 x 4 OVER 1 x 8 _ 12 BY BORAL - COBBLEFIELD W/ TRIM OR COMPLIANCE WITH MANUFACTURERS REQUIREMENTS. RAKE BD. TYP. 12 EQUAL OVER ICE ER. FLASHING AS � ry z 3. COMP DOORS WILL BE ANDERSEN 400 SERIES FRENCHWOOD INSWING & GLIDING DOORS _ _ ❑_ O SELECTED BY OWNER. TO BE INSTALLED L� 0 AS PER MANUFACTURERS SPECIFICATIONS. � 0 WITH HIGH PERFORMANCE LOW-E4 GLASS WITH A U-FACTOR OF 0.30 (.32 MAX.) / _ 12 SHGC OF 0.21 AND 0.23 AND A PERFORMANCE RATING OF DP 30 MIN. INTERIOR COLOR: WHITE EXTERIOR COLOR: WHITE 4 TYPICAL EXTERIOR TRIM: c) Ln _ ALL EXPOSED TRIM TO BE AZEK OR 0 Ln ia� VERSATEX, PAINTED WHITE U Qo 0 _ TOP of PLT. HANDRAIL NOTE: ALL HANDRAILS & GUARDRAILS SHALL O.H. —BOT. •O COMPLY W/ N,Y.S.R.C. R-311 & R-312 F HDR.'S TYP. ASPHALT ROOFING SHINGLES STANDING SEAM ALUMINUM ROOF U) Cx235 PANELS 0 a 1 0 00 a (f) z 0 12 I- 4 TOP OF SUB-FL — . Q _ W 1'-0" TOP OF PLT. O.H. GARAGE WALLS LLI Lj__I FLYING _ GABLE BOT. OF HDR.'S F ___ ® GARAGE DOORS r, f- �H Er__1H F7771 n U O DRYER TYP. 0 0 w �I VENT Soso Soso HORIZONTAL EXHAUST SIDING _0D a II RAILING AS O.H. O.H. z J PER CODE 0 Q DOOR DOOR 11 TOP OF WALL N DIRECT VENT FLUE FROM L.P. GAS BOILER. CHECK r�--1I1 I - - II-� ( I I I i� / , '\ 22 2 7 MANUFACTURERS I 1 1 � i SPECIFICATIONS FORui 3068 11J DIt II TOP OF FTG. o DRAWN BY TI- - - - - - - --- - - - - - - - - - - 0INSTALLATION IT REQUIREMENTS AND - - ® GARAGE fp f I I- - - - - - - - - - - - - 1- -► CLEARANCES. I 11 II L a--_ 11-1 a t^ - P A C � �' I I �1 N - - II In I r - - - MAX. TYPICAL -1—, — — — ��c' -_ ._'' _}. ' DATE I- J - - - 30' I I _ - - - � - - - J F- 1_4 = - _= r - - - - - - - - - - - - - - -1 �- - - - - -IT- - - TOP OF FTG. L -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J- - -I SHEET# I - - � - 1 - - - � - � 0 FOR BIDS 5/24/23 PAC 2 LEFT SIDE ELEVATION 10 F(OR H.E.R.S. 4/3/23 PAC (EAST) 10 EMAIL: info@cgarten.com oZ I � N C� J STANDING SEAM ALUMINUM ROOF Ll PANELS W ~ Q LJ__I TOP OF PLT. 12 TOP OF PLT. p BOT. OF HDR.'S12 O Z co OF HDR.'S 5/4 x 4 CASING = Y CL tC) : p AROUND DOORS CW125 s p I=-- i \ o CROWN OWS W/ ® GABLE FWINDOW 0 0 U _j HDR of O a CW13 W135 CX135-3 CX135-3 _ I ow I j I � I— O Z cD 4 12 W135 N (n L_J.— = Q W TOP OF SUB-FL. TOP OF SUB-FL. U r' TOP OF PLT. TOP OF PLT. FLYING FLYING GARAGE WALLS BOT. OF HDR.'S GABLE 1'-0" GABLE O.H. BOT. OF HDR.'S ui ® GARAGE j DL [ ::],L--- ::][:: ::1 — �I WINDOW p 6 x 6 ACQ :1E CX135 11 iv POST WRAPPED TEMP.. CX235 W135 CX235 - in N W/ 1 x VERSATEX FWG 6061 R �GP 120i611 °' a N TRIM W/ 1 x 6 CAP \ .00. & 1 x 10 BASE cx2a oo a (TYP. FOR 4) I i� 3' HIGH RAILING AS TOP OF SUB-FL. TOP OF SUB-FL. PER CODE A. — t /C A/C lug TOP OF WALL vF TOP OF PAT10 COND. COND. TOP OF WALL UNIT //1 UNIT #2 — — TOP OF WALL _ `r ® PATIO NOTEo I I I ALL SCONCES I I I I I 6'-8" A.F.F. MIN. TO Q I GA- OUTLET ® 1 I 1- LIGHTING OUTLET FRONT & REAR I II I I Cx15 I I I 2 p I I I I REQ'D 0 EA. EGRESS I GRADE ACCESS BILC I II TEMP.UJI j II � DOOR AS PER N.Y.S.R.C. AS PER N.Y.S.R.C. STACK-WELL II;� _/ II UJI .0pTOP OF E-3903.3 E-3901.7 AREAWAY TYP. . 0 ® REAR PATIO L L o - — — — — T _ —r - - - - - - - - - - - 0p r — - - - - - - - - - - - — — — — — — — — TYPICAL J - -I— � I I II 4 L --�� II I / TYPICAL STANDING SEAM ROOFING: I - -I STEP FOOTING 1 MAX. L — — r j // I I I NEW ATAS ALUMINUM STANDING SEAM — — I II ROOF PANELS OR APPROVED EQUAL I I I 2 30• 1 I I II TOP OF SLAB r J / I I I COLOR: GRAY OR AS SELECTED BY OWNER TOP OF FTG. I . — -- — _ — — r — J — 1 1 — — TOP OF FTG. - - - - - � — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � —I- - - - - - - - - - - - - - - - - - - - - - - - - - - - _ J r- - - - - - - - - - -I- - -� TYPICAL ROOFING: G.A.F. TIMBERLINE — J J HIGH DEFINITION ASPHA T"ROOFING LIFETIME REARELEVATION L _L — — — — J SHINGLES W/ LIFETIME WARRANTEE. COLOR: AS SELECTED BY OWNER (SOUTH) W TYPICAL HORIZONTAL SIDING: HORIZONTAL SIDING W/ 5" EXPOSURE. ry o z COLOR: AS SELECTED BY OWNER W/ a ` FASCIA,MATCHING TRIM, ACCESSORIES CORNERS I SOFFITS, W Q L0 _ TYP. CULTURE 1 x 4 OVER 1 x 8 U W STONE VENEER RAKE BD. ® GABLE z (n - ® CHIMNEY ENDS TYP. TYPICAL aTONE VENEER: W 1 x 4 FRIEZE BD. CULTURED STONE VENEER MANUFACTURED _ 12 r -+ TYP BY BORAL - (COBBLEFIELD W/ TRIM OR EQUAL OVER RCE SHEILD FLASHING AS ~ Z 12 SELECTED BY IOWNER. TO BE INSTALLED W 12 AS PER MANUFACTURERS SPECIFICATIONS. � 0 - - z a 4 � TYPICAL EXTERIOR TRIM: 0 If) W— ALL EXPOSED 'TRIM TO BE AZEK OR 0 Lo ry VERSATEX, PAIINTED WHITE U (-o 0 — — — — TOP OF PLT. T. HANDRAIL NOTE: _ ALL HANDRAILS & GUARDRAILS SHALL & TOP OF PLT. 12 BOT. OF HDR.'S COMPLY W/ N.,Y.S.R.C. R-311 & R-312 ® FRONT GABLES 12 TYP. ASPHALT ROOFING o N FLYING SHINGLES �� GABLE CX235 '� a I IL af N I I x oD o.. I is ao (L V) z 12 4 O 12 F- TOP OF SUB-FL. 4 TOP OF SUB-FL. TOP OF SUB-FL. Q — — "' TOP OF PLT. _ _ TOP OF PLT. �2 W 1 x 6 FASCIA BD. TOP OF PORCH GIRDER J OVER 2 x 4 W SUB-FASCIA TYP. W BOT. OF HDR.'S BOT. OF HDR.'S / (n \ o 6 x 6 ACQ 6 x 6 ACQ \ o o POST WRAPPED CW13 w135 POST WRAPPED N O 0 = O o) a W/ 1 x VERSATEX FHW31611 W/ 1 x VERSATEX I w x 0 N TRIM W 1 x 6 CAP TRIM W/ 1 x 6 CAP N 0 & 1 x 10 BASE \ & 1 x 10 BASE ^I) (TYP. FOR 6 0 FRONT) (TYP. FOR 4 ® REAR) CD TOP OF SUB-FL. TOP OF SUB-FL. TOP OF SUB-FL. Z J — — -- Q Q TOP OF WALL TOP OF PATIO �I TOP OF WALL W TOP OF WALL ® PATIO I I I I II 91 / II II I co I I I I GX,S 22- 27 BILC I 6K TEMP. II I II \ II II /w STACK-WELL tJ 0 TOP OF FTG.o AREAWAY TYP. p ® REAR PATIO ` C o 'I a ` ter �_ i:�� .: PAC — — — — � Q 0 _. ,_ - L - - - L - - -, I I I � � I i — I ��` � .�,•� DATE TOP OF SLAB I I TOP OF FTG. 11 /9/22 TOP OF FTG. TYPICAL — I r _ • — • . — . — L— —L — STEP FOOTING MAX I - - - - - I - - - - - - - - - - - - - - --- - - - - - - - - - - - - - -- == - - - - - - - -I-I MAX - - -1 - - - - - -1- - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - -- - - - - - - - - - -- SHEET# Q FIOR BIDS 5/24/23 PAC 3 RIGHT SIDE ELEVATION 23 PAC3 1 F(DR H.E.R.S. 4 / / 1/4"=1'-0" (WEST) 10 I LEGEND: EMAIL: 5 info@cgarten.com OF DBL. KING STUD MIN. g OF A.B. ABOVE NEW P.C. WALL TO BE CONSTRUCTED T.O.W. (2) 2x6 JACK STUD s NEW CONC. BLOCK WALL TO BE CONSTRUCTED TYPICAL SHEAR HOLDOWN V111111= DROP TOP OF CONC. ( EL. -0'-0") SIMPSON # HDU5 W/ 14- 1/4"x2 1/2" SCREWS - P� �\ 0 4O 6 SECTION SE SHEET MARK DETA E W 2 DETAIL SHEEIT # (2) 2 x 4 5Pp Z MCA PLATE c�Epl�px00 Q O SMOKE DETECTOR W 30" MIN. Q� 1� 75'-0" OVERALL F— U REBAR LENGTH ° '\ PROPOSED ® CARBON MONOXIDE / SMOKE K� 4 DETECTOR COMBINATION / LiJ ° 17'-0" 23'-0" 35'-0" Q ° 9�F ° o ° \ / ° ° ° L BP BEARING POINT POST ABOVE(cD r� v �o S• a ° 4: °° ° 2'-2" 14'-10" 9'-11" 3'-2" 9'-11" 8"P.C. 9'-6" "P.C. 9'-4" 8"P.C. 9'-4" 8"P.C. 4'-2" ■ POST BELOW I- Z 0 y ° °° °. - M.O. CHEEK CHEEK CHEEK CHEEK BP 0 P-" Lo � ° 1 2" MIN. ° • FROM CORNER 8" 10'-2" 4'-0" WALL WALL WALL WALL ■ BEARING POINT POST ABOVE do BELOW W Lu O SIMPSON SSTB20 ANCHOR BOLT W/ 17" MIN. EMBEDMENT TREADS LANDING B.F. BOTTOM OF FOOTING ELEVATION = Y W L(') INTO FOUNDATION 5/8" DIAM. ANCHOR BOLT I I 8 T.S. TOP OF FOOTING ELEVATION � Q W/ 7" MIN. EMBEDMENT INTO FOUNDATION TOP OF WALL SHELF ELEVATION � -J � � A BILCO STAKWEL AREAWAY B T.W. TOP OF WALL ELEVATION �-- 00 Z co 00 TYPICAL CORNER HOLDOWN 12„ 12" 8 #STKWL-48 (5-MODULES) 8 SIMPSON # STHD14RJ W/ 38-16D SINKER W/ CLEAR DOME COVER 3 LINE OF P.C. �/ CD v NAILS MIN. 1 1/2" END DIST4NCE FROM OF A.B. OF A.B. #STKWL-48D STEPS ABOVE EDGE OF STUDS 4 Q = Q W SHEAR HOEDOWN DETAIL II �o o I1 II COND. 11 2 1 I : Y C� OVERHEAD DOOR ► UNIT #1 11 UNIT #2 I 4 I - - - rt I - - - - r I - — - - - - - - -r I � =Q I1 ABOVE I1 11 ABOVE 1 / ( - - - - 3:_ - - - - - - - — J - - - - - - - - - - J I I SIMPSON A866 DIRECT VENT FLUE FROMN L — — J L - - J - - Z = GALV. POST ANCHOR N.T.S. L.P. GAS BOILER. CHECKNJDV � -� _ _ = J L=—J - - - - - - - - - I - - - I - - - - - - - - - - - E - - - - - - - - - ON 8" P.C. WALL MANUFACTURERS 77 CX15SPECIFICATIONS FOR : . - J - - -0INSTALLATION - - - - - - - - - (3)2x10HDR. - - - - - - - - - - � STEPREQUIREMENTS AND FOOTING 2CLEARANCES. I 1 I I I I o I 8 1 21'-8" 8' 30'-2" 8" 1 i NEW TANKLESS L.P. GAS UNEXCAVATED 1 _j n FIRED D.V. BOILER 1 a - 8„ I �` 8" x 8" P.C. PIER 1 1 00 NEW 4" P.C. PATIO SLAB STEP I I I Y A4x POST SIMILIAR — — — — — — — — — CORNER HOLDOWN EO SIMPSON # STHDI4RJ tJpRPO� o 0o I roi N DROP TOP OF PIER I y I o, OVER COMPACTED FILL v FOOTING -1 w PO 1 00 N co m -9" FROM T.W. ABOVE H 1 = STRAP TIE NAILS MIN. 1 1/2" i F- - - - - - - HANDRAIL- - - - �I - - ® FOR BEAM 1 I PROTECT WOOD (L 1 END DISTANCE FROM �0 1 1 1 1 1 1 I � I EDGE OF STUDS o a? 1 I M 1 = f- 6'-7" 6'-7" f IN CONTACT WITH 8" x 12" P.C. PIER _ I 2 38-16D SINKER of N zo I 1 1 I I 11 I I I p6$ I CONCRETE W/ DROP TOP OF PIER r n 4 2-2x6 MCA PLATE- n N I ICE-SHIELD -12" FROM T.W. 1 5Pp ci / I I I M n /� FLASHING - - I / P z ` '� - - - - - - - � I- - - - - - - - - - � t- - -L o I - - - - - - - - - - ^ - - - - - - - - - - - - - - - - - - - I(2) 1 3/4" x x\\/ �/ 11 7/8" LVLGIR. `<BP>/ ��- - - - - - - - - - - - - - - -co - -t - - - - - - - - - - - - - 00 30" MIN. a i�� N - — 1 ( I 5/8" TYPE 'X' FIRE �X �`J �`'X = t`J a, z r�i r�� I REBAR LENGTH ° ONE #4 1 ) I I I 1 1 1 I 1 I ° ® 4 \ RATED SHEETROCK AT L I REBAR IN 'r CLG. 3'-0" MIN. AROUND I 11 3 1/2"0 STRUCT. 40" x 40" x 12" "� Q Ia 1 I n 8" P.C. FOUNDATION WALL x 9'-0" 1 5/8" DIAM. ANCHOR BOLT 00 ° SHEAR CONE � A501 GRADE B -� n W/ 7" MIN. EMBEDMENT (12" MIN. I BOILER AS PER CODE HIGH W/ #6 REBARS VERTICAL INTO FOUNDATION ° 1/2• IN. REBAR LENGTH) I 11 8" x 8" P.C. PIER SM. COLUMN ON A #4 REBARS ® 6" 1 I UP 13R 1 FROM � DROP TOP OF PIER 40" x 40 x 12" # - - 32" O.C. ON A 10" x 20" P.C. 1 I II O.C. EACH WAY FOOTING W/ 2 x 4 CONTINUOUS I CORN R I I - -9" FROM T.W. P.C. FTG. W/ - - KEYWAY & (2) #5 REBARS. I o 1 1 FOR BEAM 4 REBARS ® 6" 1 # TOP OF PROPOSED FOUNDATION o i 1 I w 1 1 O.C. EACH WAY N " - - WALL TO BE EL. 26'-2" (26.16') 12„ 12. 1 � I 1 I - - I� FOUNDATION WALL NEW WALL TO = OF A.B. OF A.B. HAVE (2) 2 x 6 ACQ SILL PLT. o X �I o J 0 z■ 1 TOP OF I DROP TOP OF " I u x - - BOT. OF FFTG.S EL 116'�4" N UI M Q o I 44" x 44 x 12" M ci n r� I Q os o WALL -1'-4" m 1 _ ( J o ow W ® DOOR M.O. P.C. FTG. W/ #4 I u I y b 0 CELLAR I UNEXCAVATED V C I 3 1/2",� sTL. — w CORNER HOLDOWN STRAP TIE _ I TO ALLOW FOR REBARS ® 6" O.C. ro '- " N 0 0 m N a (9 0 CLG. HT.) COLUMN ON A (- - - - 10 o a �• 8" HAUNCH SLAB FILL AND TAMP FOR 4" EA. WAY �7 y� �� ` _ 4" POURED CONCRETE 30" x 30" x 12" 3 1/2"� STL• � I I a ('2 I POURED CONCRETE FLOOR �/ ® FLOOR SLAB �}��} - COLUMN ON A o DETAIL C� FOUNDATION WALL o a o0 1 1 S P.C. FTG. r ��/ o I I BILCO STAKWEL AREAWAY I a. o i= L SLAB W/ 6x6 W2.0 X W2.0 W.W.M. �`�/ /� / / P.C. FTG.,' x 12" � I # ( ) 1 I ) �/ /y' — 1I "> v STKWL-48 5-MODULES o� N.T.S. o - —c� Iv `,� P / 7 I I LLJ M I N PITCH -3" TOWARD O.H. /� ( / / / 0 M 4 I i 11 I GARAGE DOOR TYPICAL INSTALL R-38 M [ / - P ( I M r WSTKWLA48D ME COVER > N _ — PROPOSED I \/�� x �� I BATT AND 1/2- GRAVELL /J F I # N - 1 SHEETROCK CLG. - - - I DRIVEWAY I PITCH �`� i' 4'-6„ .x 3'-8'_ .X 3'-5" \ ® 1 EL. 25'-7" 1 I 8" 24'-10" 8„ 6,-8" 6'-8 1/2" 11'-7 1/2" M 11'-7" M 11'-7" 1 I Ld Q Ln I z o i I L T I. '`. /` / �- F . J I I W I DROP TOP OF I /{ x }� )4 1 /� >/ /y 1n WALL -1'-4" 1 (2) 1 3/4" x (/ / / 11 7/8 R`i\ `� h 1 1 (3) 1 3/4" x 11 7/8" LVL V k / - GIRDER �- ® DOOR M.O. I I TO ALLOW FOR /k\x/ BP BP�i %\ W z ° o {— o 8 HAUNCH SLAB / \ A /� �� I 1 I 8" x 12" P.C. PIER �.-ice �.J Lim �. �� iS i\.S J 8" x 12" P.C. PIER 1 � O I 1 DROP TOP OF PIER 3 1/2"0 STRUCT. DROP TOP OF PIER 1 z ~ N I 1 I -9" FROM T.W. 3" x 3" x 1/4" A501 GRADE BSTL. -9" FROM T.W. I I z m 0 STRUCT. STL. COLUMN m COLUMNS ON A to FOR BEAM 1 1 Q W I STEP FOOTING I FOR BEAM I " 1 19'-5 t HIGH ON A 36" x 36" x 12 Q In D o �` DOWN -4'-6" a �' n U-0 0 /( 11 I : 1� -� 3 1/2"0 SM. 48" x 48" x 12" P.C. P.C. FTG.S W/ #4 4 I I 0 In 0 S 2 aw z COLUMN ON A M o o —� I 1 �. U - - - - - -oO - - - - - - - - - - - - -� - - - - - - - N-�Q ° � 0 ® 6 OC#EA.EWARS REBARS O.C. M U CO O - - J oWa b PC. FTG." x 12" o EA. WAY \ o I- - - - - - - - - - J 1 r - - - - - - - - - - - - - - - - - - - - -� 1 4 - - - - - - - - - - - - - - - - - - - - -- - - - -I- - - - ® ® I - - - 2816 �- 00 �� 1 - - - - - - - - - -- - - - I I� / / PROVIDE PVC SLEEVE I ^ I I \ I -- STEP FTG. FOR NEW C.I. INVERT. ( f oo ^ I \ T.W. EL. 26'-2" 2 0 T.F. EL. 21'-8" CAST IRON TO EXTEND /, I I I I 1 •" I o n B.F. EL. 20'-10" OF 0" MIN. PAST FACE I / I 1 PROTECT WOOD IN CONTACT I 1 GALV. METAL 4 -1 WALL1 WITH CONCRETE W/ 1 / - - - -� _ - - - - - - - - - � i ICE-SHIELD FLASHING /1 L - - - - - - - - - - - - - - J �'� AREAWAY NEW 9 1/2" TJI 1 AS REQ'D. / 230 F.J. 'S ® A o�°, _ __ _ — _ — _ — — _ UNEXCAVATED l 4 TYP 16" O.C. GG�PO / f— - I FILL AND TAMP FOR 1 r / �/ II I UNEXCAVATED 4" POURED 2 I UNEXCAVATED I II „ I 2 CONCRETE PORCH c=i \ " STEP J a 2 L FILL AND TAMP FOR 4 I ¢ SLAB 4 1 FILL AND TAMP FOR 4 FOOTING J (3) 2 x 10 t1DR. < TO PROPOSED / 4 I I POURED CONCRETE PORCH I- - a r - I POURED CONCRETE PORCH 1 -•-•-•-•-• - -•-• S.C.D.H.S. I/A I o SLAB I I 0 SLAB I I w OWTS / 5" 8" 12'-9" 8,. 13'-6" 1 8" 12'-3., 8,. 5.. Co w w A SANITARY w GRADE - 8 SYSTEM HDR. HT. \ STEP FOOTING iI _ ® z _ _—_ _ _—_ — __ - - 2650 EGRESS w II (L - _ - - _I _ I_ - - - - Jl o w J SIMPSON AB66 2'-6" W. p Q I I I I I I' =3 GALV. POST ANCHOR H. MIN. 2 x 10 ACQ ry LINE OF P.C. ON 8" P.C. WALL O FRAME RIPPEDc\j I STEPS ABOVE O j - - _ _ _ I- _ _ _ _ _ I- Jj z I TO 8" AROUND Lo 0 BILCO STAKWEL M.O. Q F II AREAWAY o 5" 13'-9" 8"P.C. 6'-1" 8"P.C. 6'-1" 8"P.C. 13'-3" (5) MODULES CHEEK CHEEK CHEEK HIGH 0 WALL WALL WALL 0 0 `- ' N J B c � O U 8 8 o LL_ U) 3'-9" GRAVEL z = T.W. ® N 00 cn MASONRY `- X V OPENING \ Q 25'-6" 14'-6" 13'-6" 14'-0" 7'-6" �'•,', ' cl) 22— 27 ° w 75-0" OVERALL _ ' d ry c` DAMPROOFING p N N PROPOSED c UPATM My BELOW GRACE ? 1- C 7 TYPICAL _ ° T.O. SLAB '� C-;• A/a I P A C 8" P.C. -•-•-• ; . _ FOUNDATION ° - - -• TES: ; WALL ° T.O. P.C. FTG. NOTES: ,■ •° ° - SEE GENERAL NOTES & FRAMING NOTES � v!: ,;_`,` , DATE - SEE TYPICAL CONNECTION DETAILS ~fl 11 /9/22 - SEE NOTES ON OTHER SHEETS AS NECESSARY FOUNDATION PLAN IT IS THE INTENT OF THESE DRAWINGS AND A TYPICAL FOUNDATION WALL: TYPICAL ANCHOR BOLT: SHEET# REQUIREMENT OF THIS PROJECT THAT ALL 1/4"=1'-0" EGRESS WINDOW W POINT LOADS ARE TRANSFERED DOWN TO THE 8" P.C. FOUNDATION WALL x 9'-0" HIGH 5/8" DIAM. x 12" HOT DIPPED GALVANIZED FOUNDATION WITH A CONTINOUS LOAD PATH. W/ #6 REBARS AT 32" VERTICAL ON FOUNDATION ANCHOR BOLTS W/ HOT DIPPED 0 FOR BIDS 5/24/23 PAC 4 3 WHERE DIMENSIONS ARE NOT GIVEN, THE 20" W x 10" THICK P.C. CONTINUOUS GALVANIZED PLATE WASHERS 3"x3"x3/16" AREAWAY' DETAIL CONTRACTOR SHALL VERIFY IN THE FIELD THAT FOOTING W/ 2 - #5 BARS CONTINUOUS 35" O.C. & MAXIMUM 1'-O" O.C. FROM ALL LOADS ARE TRANSFERED AS SHOWN & 2" x 4" KEYWAY. CORNERS. W/ MIN. 7" 'EMBEDMENT. Q FOR H.E.R.S. 4/3/23 PAC 3 �2 ,' 10 EMAIL: STRUCTURAL STEEL NOTES: s infoC�cgarten.com LEGEND: 1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. NEW 4 WALL TO BE CONSTRUCTED 2. ROLLED SHAPES AND PLATES SHALL CONFORM TO ASTM DESIGNATION A-500, UNLESS OTHERWISE NEW 6" WALL TO BE CONSTRUCTED NOTED. 3. SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE 3/4" DIAMETER ASTM � BEARING WALL ('CATS" MID-SPAN) A-325 TYPE IN CONNECTION EXCEPT WHERE FIELD WELDING IS CALLED FOR ON THE DRAWINGS. E 4. WELDING SHALL COMPLY WITH AWS SPECIFICATIONS. USE E70XX ELECTRODES. sl 5. ALL WELDING SHALL RECEIVE ONE SHOP COAT OF RUST-INHIBITIVE PAINT. B SECTION SECTION MARK 7 SHEET # 6. ALL BASE PLATES SHALL BE ANCHORED WITH TWO 3/4" IN. DIAMETER X 16" LONG ANCHOR BOLTS, UNLESS OTHERWISE NOTED. 75'-0" OVERALL DETAIL SHEET 7. PROVIDE ALL BOLTS, HOLES, ANCHORS, ANGLES, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION DETAIL AND AS REQUIRED BY THE WORK OF OTHER TRADES. PROPOSED 2 U � OSMOKE DETECTOR I\ 7CD LJ_I 7'-7" 9'-5" 4'-7" 6'-11" 6'-11" 4'-7 CARBON MONOXIDE / SMOKE O" 6'-9" 10'-9" 7'-10" 9'-8" DETECTOR COMBINATION D } CT O 2 1/2" Z 00 BP BEARING POINT POST ABOVE -i N POST BELOW = Y � 0 0 ---- C ■BP BEARING POINT POST ABOVE & BELOW 0:� _ r- e o o ---- 8 A/C COND. UNITS BILCO STAKWEL B ¢ 0 / 1'-6" 1'-6" 50 CFM ENERGY STAR EXHAUST FAN O U J O � TO BE 16 SEER AREAWAY W/ $ Tcli . T E.F. VENTED TO EXTERIOR CD � MIN. AS REQ'D. CLEAR DOME V) 1/2"0 GALVANIZED � COVER BELOW F.R.S.C. 3/4 HOUR FIRE RATED Q CARRIAGE BOLTS ® 16 END N A SELF CLOSING DOOR = Q W O.C. STAGGERED BEARING 8 U NOTE: PROVIDE is TYP. FLITCHE-D GIRDER DETAIL L.P. GAS S/0 1 A/C A/C CONNECTION FOR NEW DRYER COND. COND. 6 x 6 ACQ VENT AS PER UNIT #1 UNIT #2 B.B.Q., LOCATION in POST WRAPPED 1/2„=1'-0" 2 AS PER OWNER 1 ~ TRIM W/ 1 x 6 CAP N.Y.S.R.C. M1502 DIN 3R W/ 1 x VERSATEX � g CX235 CW135 CX235 - - - - Frw - & 1 x 10 BASE _ (3) 2 x 10 GIRDER (3) 2 x 10 GIRDER (3) 2 x 10 GIRDER (TYP. FOR 4) 14'-10" (2)2x10 HDR. (2)2x10 HDR. (2)2x10 HDR. PROPOSED CELLAR ENTRY 6" 10'-0" 10'-0" 10'-0" - - COUNTERTOP E.F. BENCH W/ CUBBIES 8" 10'-2" 4'-0" � '1 SMOKE & CARBON TREADS LANDING — — — — — — — POWDER 31'-0' I 4'-0" o MONOXIDE TECTOR NO » 8'-2" 5'-0" _n 8'-2„ F : 3'-0 HT. RAILING z -; w : w co SMOKE DETECTORS AND CARBON MONOXIDE LAUNDRY ° > MUD COVERED PATIO 1 ci 0 I o0 1 DETECTORS SHOWN ARE AS PER N.Y.S.R.C. CODE AS PER CODE ° a D o co N 1• A to o 2 x 6 C.J.'S 0 1 paw ^ (o SECTIONS R-314, R-315 AND SECTION 915 OF THE ROOM M 'o ROOM STONE PAVERS AS SELECTED m o o� 1 0 30 -i Q--� FIRE CODE OF N.Y.S. ALL DETECTORS SHALL BE D m C3 o BY OWNER ON THINS B OVER x 0 16" O.C. a o INSTALLED AND LINKED AS PER CODE. HANDRAIL (9-0 CLG. HT.) (9'-0" CLG.) P.C. PAT10 SLAB " z W z 4" P.C. LANGING I I I I I I 1 I I I I I I SUB-FL. EL. 27'-6" w 0 2 x 8 C.J.'S �, o co `O TOP OF STONE -4" FROM x U EGRESS WIND W NOTE' 0o w a o SLAB ® GRADE z ® 16" O.C. �'y!y = " ® SU8-FL. I N EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE I =I IQ- o N AS PER N.Y.S.R.C. R-310 Ld V Z M g U a o 1 I I I I I I 1 1 1 1 1 1 W ��G N I110 o "' s>> NA [(2)I PosT x6 (2) 2x6 v 0 - WITHIN 44" OF FLOOR 5.7 S.F. MIN. OPENING u a I I I I I I I I I I I I I CIA 0 4070 CX135 2ND. FL. CX24 M CASED OPENING BP FWG120611-4 BP POST TEMP FWG60611-R 1 - 5.0 S.F. MIN. OPENING ® 1ST. FL. / GRADE (2)2x10 HDR. - _ - - 24' CLEAR HEIGHT & 20' CLEAR WIDTH iv (3) 2 x 10 HDR. 18" 18" _ - �_ - - _� �� - - - - DN 3R 24"x24• w W (3) 2x10 HDR. (3) 1 3/4" x 11 7/8" LVL HDR. (2)2x10 HDR. —� N — — — — —I _ cc I I I (2) 1 3/4' x 9 1/4" LVL HDR. oo TEMPERED GLASS NOTE: \, W. /36" 24" 36" m TEMPERED CLASS N LOCATIONS AS PER HALL BE INSTALLED IN HAZARDOUS L.S.j B. REF. vn 0-I I 3" x 3" x 1/4" STL. d o `o N.Y.S.R.C. R-308.4 -� STRUCT. TUBE A500 "� 2'-8" 3'-4" 15'-0" c� 3 - LESS THAN 18' ABOVE FLOOR n I SLAB w•+ 4 13'-6 1/2" �` 04 GRADE B COLUMN N U - WITHIN 2'-0' OF DOOR EL. 25'-11" -I 0 1 HT.= 10'-5"f - - - LESS THAN 60" ABOVE SHOWER/`TUB ti 18"] I M N - LESS THAN 36" ABOVE STAIRS ANDING AREAS 0 W. ID/WI KITCHEN N C i � — — 0( w N Ci w (9'-0" CLG. HT.) \ 0 3 1 i1 _j z _ _� LZ °' 2—CAR GARAGE \ J SHEAR WALL 1 m o m j I I m _ `° 5 GREAT ROOM _ _ °° _ -, o o I - -o N v SHEAR WALLS SHALL BE PERFORATED SHEAR WALLS o l X o (t10'-O" CLG. HT.) I FIRE-RATED I o I I� -I ® LL:\� (DBL. HT. CLG.) o - a \ d KING N AND SHEATHED WITH 5/8" CDX PLYWOOD FOR THE o " I \ I 30"x54" M M I I ^ I �1 MASTER BED FULL HEIGHT, FASTENED AS PER NAILING REQUIREMENTS SHOWN ON THIS SHEET WITH 2 x 6 0 I PULL-DOWN DOWN 1 I 3 . I w = a N - - �- CATS AT MID SPAN. a Q O11 M 1 I STAIR I T B. I 1 I SIMPSON 1n =1 =� ;u- ® BEDROOM " o 18' ts" I EGQ7.25-SDS3 N X o w o 00 a N 04 $ I / I W. 1 B. I _ _I J HANGER OR of N I I QO - - - � (9'-0" CLG. HT.) BP w w EQUAL ® FLOOR M N v a s - — BILCO STAKWEL 00 o PGRAOELD i v D - - �I T 124" B. I FLITCHED BA1, LINE OF P I �I w m _ CL o � DRIVEWAY 24" 24" (3) 1 3/4" x 11 7/8" LVL'S + w " I w - AREAWAY W/ o a c"I 6x6 1 ABOVE o O w I a EL. 25'-7 SLAB W. I B. (2) 1" x 11" STL. PLTS. BP ca _ N (3) 2x4 o CLEAR DOME M EL. 25'-8" PSL POST _ — — — —_ — — — — — — _ _ ,o I a -T E; — �`' POST X r� COVER BELOW N _W 18 x 35 STEEL GIRDER FLUSH I FLITCHED GIRDER — — - a io M - 18" 18" _ (3) 1 3/4" x 11 7/8" LVL FLUSH GIRDER = _ �. 3 1 LLJ I 1 (BETTER HEADER #88) = N v N ``'' 3" x 3" x 1/4" STL. W/ 2 x 8 TOP PLT. L= 25-10 24" — — / W. B. _ 1 0 � (3) 2x6 2870 Sp N STRUCT. TUBE A500 3" x 3" x 1/4" STL. co B. I I 1 POST BUILT - - CASED GRADE B COLUMN STRUCT. TUBE A500 o 1 I :N N -IN DIN 16R OPENING HT.= 8'-9"t 1 GRADE 8 COLUMN Q °�° I 1 (9'-0" CLG. HT.) 2 2x10 HD C) o to HT.= 8'-9"t I 36 I 1 d II � U ( ) O 2)2x10 HDR. i o ° M I II 1 xl� p o �co _ _ BP / w Q Lo Of 0 I 0 NOTE: RATED CLG'S. 18" 18" L_ - o a tD 1�\ �1 N o I 10 'I I U W O) N ti I & WALLS W/ 5/8" I 30" L.P. GAS W I e I "'_ �� a r ® 6070 ® ( W.I.CL. I LLB \ 0 TYPE X' SHEETROCK RANGE / OVEN 3 ~ - CASED_OPENING CO (9'-0" CLG.) 0 o _ -� IN GARAGE AS W/ EXHAUST _ o X 1 `� w PER N.Y.S.R.C. R-302.6 HOOD cc1 - - - - I I (2) 2 x 10 HDR. m0 00 ® J -' to a a ° \ I 6 -0 4'-0" g'-g' rn 1 ,\� n m m 3 x 3 x 1/4" STL. n �° r` oo m I w o o STRUCT. TUBE A500 P4 s.6. O IJQ 6j I N o N o I 10 (Y 0 � 1 N �? FROMGRADECELLARUMN — FOYER `��' II E.F. It zz 1 I I \ 0 HT.=19'-5"f °' M 30" (9'-0" CLG. HT. I CL M (2)2x10 HDR. 25'-0" �_ in B. (o SUB-FL. EL. 27'-6" I - 7'-2' I 0 Ll_I Tl iv ao , 2'-4" 9,-2„ O - - (3) 2 x 10 HDR. (3) 2 x 10 HDR. \ DINING ROOM 2'-0" 4'-0" a I (� O N r (9'-0" CLG. HT.) o B1 11 P U.C.E I BP ? i �° (2)2x10 HDR. CX24 CX24 _ - (2) 1 3/4" x 9 1/4" LVL HDR. MASTER CW135 1 L. 010 12" ;� BATH - 0 0 6O�u S.L. (9'-0" CLG. HT.) < ° o z Lo o �I 1 1 r N �/ ° o (2) 1 3/4" x 9 1/4" LVL HDR. SEAT (2) 1 3/4" x 9 1/4" LVL HDR.J. a, CX14-3 MULLED COVERED PORCH CX14-3 MULLED uj 4 x 4 ACQ STONE PAVERS AS SELECTED _ (-)j POST WRAPPED BY OWNER ON THINSET OVER = W/ 1 x VERSATEX P.C. PATIO SLAB PRE—FAB FIREPLACE: _ o� TRIM W/ 1 x 6 CAP d TOP OF STONE -4" FROM 36" U.L. RATED PRE-FAB. L.P. 0 Ina o & 1 x 10 BASE v . SUB-FL. GAS DIRECT VENT FIREPLACE BY 0 w o io 0-o u) (TYP. FOR 2) ° `x to `O HEAT&GLO MODEL #SL-5/5X OR 1 o a o w q a ® AS SELECTED BY OWNER ' w d O 8 MANUFACTURES SPECIFICATIONS a INSTALLED AS PER W o v (3) 1 3/4" x 9 1/2" LVL PORCH GIRDER R.O.= 37" WIDE x 35" HIGH m DN 3R Q 1 � J 6x6ACQ POST WRAPPED W/ 1 x VERSATEX 1 ~ O 2 x 12 NAILER TRIM 1 1 x 6 CAP & 1 x 10 BASE 0 (TYP. FOR 6) 0 wll 3/4" CDX B I I I J PLYWOOD I 8 I 1 I I I Li- SUB-FLOOR 9" 13'-0" 1'-6" 12'-0" 1'-6" 12'-6" 9" Z Q a O _ U 11 7/8" 8 O LL u) TJIFL. 7'-7" 10'-4" 7'-7" 7'-3" 7'-3" 6'-9" 6'-9" 7'-0" T-0" 3'-9"JOISTS 25'-6" 14'-6" 13'-6" 14'-0" 7'-6„ (3) 1 3/4" x 7 1/4" LVL I W 1E x 4. FLUSH JGIRDER 2 2- 2 7 PACK-OUT THRII-BOLTED W I q STEEL F.J. / R PA / 75'-0" OVERALL 1/2"0 x 11" CARRIAGE BOLTS I PROPOSED i "ifi ® 16" O.C. STAGGERED ( p 3/4" STEEL PLT. �, FLAG CONNECTION PAC 3"x 3"x 1/4" SIRUCT. 1 N TO COL. BEYOND STIL. TUBE WALL BEYOND L' ® DATE FIRST FLOOR PLAN 11 /9 /22 1/4"=1'-0" 1,592 S.F. PROPOSED LIVING AREA �►TEEL FLUSH FLOOR 620 S.F. PROPOSED GARAGE AREA SHEET# 327 S.F. PROPOSED COVERED PORCH AREA JOIST Z GIRDER DETAIL 325 S.F. PROPOSED COVERED DECK AREA FOR BIDS 5/24/23 PAC 5 1& FOR H.E.R.S. 4/3/23 PAC 5 10 EMAIL: S LEGEND: info@ccgarten.com NEW 4' WALL TO BE CONSTRUCTED NEW 6" WALL TO BE CONSTRUCTED E W 3 BEARING WALL ("CATS' MID—SPAN) SECTION MARK 7 SECTION SHEET # 2 DETAIL DETAIL # W �— 75'-0" OVERALL \�� SHEET # L PROPOSED U O SMOKE DETECTOR 7'-0" 11'-6" 7'-0" 48'-2" 1'-4" Q LJ CARBON MONOXIDE / SMOKE 11'-8" 9'-7" 14'-11" 9'-4" 2'-8" ® DETECTOR COMBINATION Z 0) L"BP BEARING POINT POST ABOVE j F—" In 0 POST BELOW W LL_ O d' BP _ = Y °' Lo C ■ BEARING POINT POST ABOVE & BELOW tY 8 ¢ of 50 CFM ENERGY STAR EXHAUST FAN IO� U J O l j B E.F. VENTED TO EXTERIOR f O Z CD 8 (� 00 F.R.S.C. 3/4 HOUR FIRE RATED Q SELF CLOSING DOOR ry W A = Q 8 U ( _ I O — — — — — — — — — — — — — — — (3) 2 x 10 GIRDER — BELOW — — — — — — — — — — — — — — r — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 12 12 J SMOKE & CARBON I I 12 12 �Q I I S MONOXIDE DETECTOR NOTE: II II En �� Ld & I � 0 D� m SMOKE DETECTORS AND CARBON MONOXIDE I I d �, DETECTORS SHOWN ARE AS PER N.Y.S.R.C. CODE 2 x 10 R.R.'S N o I I ROOF 1'-6" 2 x 10 R.R.'S 2 w io N °� � SECTIONS R-314, R-315 AND SECTION 915 OF THE O.H. I I ® 16" O.C. x ® 16" O.C. ( I x ® BELOW 12 x O.H. FIRE CODE OF N.Y.S. ALL DETECTORS SHALL BE co I I a y� Q 4 N INSTALLED AND LINKED AS PER CODE. N k N EGRESS WINDOW NOTE: o = i t v 2 x 8 R.R.'S v Iw EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE ® 16" O.C. o AS PER N.Y.S.R.C. R-310 1 I I I I Lx - WITHIN 44" OF FLOOR - 5.7 S.F. MIN. OPENING 0 2ND. FL. - 5.0 S.F. MIN. OPENING 0 1ST. FL. / GRADE _ — — _ — — — — — — — — — — — — — - — — — — — — — — — CW 125 CX135-3 MULLED CW135 CW135 _ - 24" CLEAR HEIGHT & 20" CLEAR WIDTH r — — — — —� — — — — — — — — — — — — — — — — — oI I I a (2)2x10 HDR. (2) 1 3/4" x 9 1/4" LVL HDR. N (2)2x10 HDR. (2)2x10 HDR. TEMPERED GLASS NOTE: N CX135-3 MULLED I I I I I - TEMPERED GLASS SHALL BE INSTALLED IN HAZARDOUS -1 F p (3) 2 x 10 HDR. �G o � LOCATIONS AS PER N.Y.S.R.C. R-308.4 o p 8'-1" F` I o Ln BATH1 I I I I o - WITHIN 2AN0� OPADOOR BOVE BOOR - LESS THAN 60' ABOVE SHOWER KING - LESS THAN 36" ABOVE STAIRS / LANDING 9 a ® WALL HT. <<F� (8'-O" CLG.) N To — — SHOWER/TUB "WET" AREAS 3'-0" 5'-0" c� SHEAR WALLS: OPEN TO BELOW SHELF J — — BED FIRE-RATE N 00 `� 2'-8 Q 5'-0" 5-0 _ x — In WALL HT. I I WALL HT. 30"x54" ® o- C3 I SHEAR WALLS SHALL BE PERFORATED SHEAR WALLS PULL-DOWN E.F. I cv a (3 o AND SHEATHED WITH 5/8" CDX PLYWOOD FOR THE Ll N. 6 U.L. RATED FLUE STAIRFULL HEIGHT, FASTENED AS PER NAILING BELOW I I �� PIPE FROM GAS 00 tO I REQUIREMENTS SHOWN ON THIS SHEET WITH 2 x 6 ` _ — — — — — — J — — — M o . FIREPLACE — — x " 25'-0" 5' 0" 2'-0" 6'-0" 13'-2' 3'-4" N ® L "CATS AT MID SIPAN. 72' 36" HIGH RAILING STORAGE VAN. AS PER CODE — — 15'-0" W 0 coF o CILG. SPLAY CLOSET ti66� I - - -- - - - - - - - - �° I M x� • ATTIC `° — — — L X x N J 1 I — — (2)2x10 HDR. (3) 1 3/4" x 18" LVL FLUSH HDR. — — (3) 1 3/4" x 16" LVL FLUSH HDR. rn N co LLJ (UNHEATED & ° F30"x54" CO (3) 2x4 (3) 2x4 — — (3) 2x4 x v > -i UNFINISHED) (PULL-DOWN �35 I POST POST DN 16R POST JR. MASTER \a STAIRLd LINE OF o no . SPLAY I — �'=4"\— I 4" ' SD BEDROOM LINE OF N w w I (8'-0" CLG. HT.) (2)2x8 HDR. Lo co [y�� o o o CLG. SPLAY o it o W Lr_ ,1' _ � t Q I a r — jCLG — — — r — — — — — — o C L. �60 0 00 1 �� — — — �' I a U LLJ N — I - - - - - - ry v : c� cL� x 7-6 '� N z ' I I N a ® r 5-0" WALL HT. I I (2)2x1 D HDR. 5'-0" o�� a ® LOFT I I WALL HT. 0 = hOO� SD I (8'-0" CLG. HT.) I W.I.CL. ��g 'I' (men LIJ z oi C J8'-6" 5-0" 13'-6" I 5'-2" L 7'-6 cn 0 WALL HT. I U co L — — (2)2x8 HDR.N ¢ I 0 3 I 13'-6" I 1 3 �I z w 7'-2II 2' — I - �.� O W N (3) 2 x 10 HDR. p to ro / I w cv w I I PLT. HT. ?s .-� ( I cn 0 Ln — I N CX135-3 MULLED N ® o I o I (3) 1 3/�4" x 11 7/8_LVL FLUSH HDR. — s� w I � � I i � `o u 4Ti rl� 0 LnQ:� oI I I ® I 2 z 2 x 8 C.J.'S N L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - I BEDROOM #1 I ( ) 2x6 IQ I —� - - - - - L — — — — — — — — — — — — — — — — — — — — — — — — — — _ POST o l > 016" O.C. _ _ ) o ^ �+ H (8'-0" CLG. HT.) (2) 2 x 10 HDR. o c o = iv CX135-3 MULLED a 2 x 8 C.J.'S I I— � MASTER \ o ® 16" D.C. I Z BATH ci in INSULATED ATTIC STAIR BY I I I � �I 00 I> (8'-0" CLG. HT.) Z 04 FAKRO OR EQUAL W/ j� I M E.F."' INSULATED ATTIC STAIR TENT AS PER CODE. (2) 2 x 10 HDR. J — (2) 2 x 10 HDR. (2) 2 x 8'S 0 ALL SIDES rj 5 FOF LOORtl x 54' R.O. AT 2ND. CX14-3 MULLED EGRESS ..� �Al x CX14-3 MULLED � ��F I FIRE—RATED ATTIC STAIR BY I ) k yR IL FAKRO OR EQUAL AS PER � U a 12 n 12 L I CODE W/ 1 3/4" x 11 7/8" I O M� J� x 7 9 ROOF cn LVL 0 ALL SIDES OF 30" x 7 C"� �+ BELOW N 54' R.O. AT GARAGE I co co1 04 1 \ < A I a ® ry 2 x 8 R.R.'S,-_ 2 x 6 R.R.'S co co 8 I 016" O.C. ® 16" O.C. x04 ® I Z (3) 1 3/4" x 9 1/2" — LVL PORCH — _ GIRDER _ Q - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - — — — — - - - -I 0 O O ._J _I LL II B C 8 8 C \ Z 0 w J 5'-6" 5'-6" 7'-3" 7'-3" 6'-9" 6'-9" 7'-0" 7'-0" Q LiJ U 7'-6" 11'-0" 7'-0" 14'-6" 13'-6" 14'-0" 7'-6" 75'-0" OVERALL PROPOSED 22- 27 PAC SECOND FLOOR PLAN OF '`\ \.-__...!_ - DATE 11 /9/2 2 1/4"=1'-O" 1,045 S.F. PROPOSED LIVING AREA 150 S.F. DOUBLE HEIGHT AREA (OPEN TO BELOW) SHEET# 0 FOR BIDS 5/24/23 PAC 6 10 FOR H.E.R.S. 4/3/23 PAC 10 - I i EMAIL: 6" MIN. info@cgarten.com 12" RECOMMENDED 4" VENT THRU ROOF 4 VENT THRU ROOF S LEGEND: I I ROOF 11 �1 1 I FROST CLOSURE NOTE RESIDENTIAL CODE OF �1T_Q/ZZJ BEARING WALL BELOW 1 3 13" N.Y.S. P3101.2: 1 WHERE THE 97.5-PERCENT MASTER BATH NEW BATH #1 VALUE FOR OUTSIDE DESIGN A SECTION SECTION MARK TEMPERATURE IS 07 OR LESS, 4 SHEET # VENT EXTENSIONS THROUGH A 2 DETAIL _ _ _ 2" ROOF OR WALL SHALL BE NOT �"" r- -- )- _ — T — � _ _ — — — LESS THAN 3 INCHES IN �— 2 1 1 1/21 I I 11 1/2" 2" I 1 1/2" THE SIZE SHALL BE MADE DIAMETER. ANY E IN DETAIL SHEET # LJJ I 1 1/2" A 1 INSIDE NOT LESS THAN 1 FOOT ■ POST BELOW 1 I WC V 1 AV ' I 1 WC I i E OF THE THE A 3• ENVELOBUILDING. v 2ND FL I SH. SH. 1 C.O. 2' �3- 2" ( I 2' 3' 2" 1 ROOF EXTENSION NOTE CD LJ J CD O 1 1 I C.O. I RESIDENTIAL CODE OF [— � z C) 3' 1 2" 4" ( 2" 4' OPEN VENT 1 PIPES THAT -j F-. Ln 1 EXTEND THROUGH A ROOF LIJ Lu 1 O �1 1 SHALL BE TERMINATED NOT C4ASTER BATH LAUNDRY POWDER KITCHEN WET BAR LESS THAN 6 INCHES ABOVE = Y = L0 I THE ROOF OR 6 INCHES CL L — _ 2• 2• 2'_ _ _ _ 2• ABOVE THE ANTICIPATED -i 4' 1 1/2" -1 — — — — — 4" SNOW ACCUMULATION, O ( O , J 1 1/2"1 2� 1 1/2`1 HOSE 11 1/2" 2'I I 1 1/2" 1 1/2" WHICHEVER IS GREATER. `J O Z CD 00 (o N w I A we IT2- Dw 7 F — 3` FAI ABOVE GRADE 1ST FL. SH. rL 2" 2 C.O. Q Q L�J U KO2" 3" 12- C.O. C.O. 1 1/2" 3• I C.O. I TO EXISTING 2• 4' S.C.D.H.S. C 4" APPROVED $ 4` PVC 0 1/4"/PF. 4" C.I. SANITARY SYSTEM B 8 CELLAR PLUMBING RISER DIAGRAM o }m N.T.S. 1 0 A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (3) 2 x 10 GIRDER — BELOW ,-$ 1 — — — — — — — — — — — — — — — 1. SIZE OF TRAPS f70R PLUMBING I 1 12 12 FIXTURES 1 �\� AS PER 2020 N.Y.S.R.C'. TABLE P3201.7 1 1 12 12 �Q 1 1 o 11 I Ld -1 11 �tK m TRAP SIZE PLUMBING FIXTURE o MINIMUM BATHTUB (WITH OR WITHOUT SHOWER HEAD 1 1/2' 1 1 w 2 x 10 R.R.'S 1 I m �O ROOF o + AND/OR WHIRLPOOL ATTACHMENTS) I I o ® 16" O.C. I 1 x ® BELOW 15\ 1�2 4 `x O.H. BIDET 1 1 4" CLOTHES WASHER STANDPIPE 2" I I 2 x 10 R.R.'S ,-_ C 1 '` DISHWASHER (ON SEPARATE TRAP 1 1 2 k 1 1 0 16" O.C. N FLOOR DRAIN 2" 1 x 2 x R M KITCHEN SINK (ONE OR TWO TRAPS, WITH OR 1 1 6 .C. N 1 0 = ® 16" G.C. o WITHOUT DISHWASHER AND FOOD WASTE 1 1/2" 1 1 1 ( -1 0 DISPOSER) 1 LAUNDRY TUB ONE OR MORE COMPARTMENTS) 1 1/2 LAVATORY 1 1/4" — — — — — — — — — - - - - - -j =- - - - - - J ------ -- — - - - - - - - - - -1 - - -1-1- - - - - - SHOWER (BASED ON THE TOTAL FLOW RATE THROUGH I r - - - - - - - - - - - - -� o- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1T, I SHOWERHEADS AND BODYSPRAYS) 1 1 1 1 1 1 FLOW RATE: 1 1/2" k-� 5.7 GPM OR LESS 2• 1 I — — — — — — — — �Xa MORE THAN 5.7 GPM UP TO 12.3 GPM _ _ _ _ _ _ _ _ I 1 1 MORE THAN 12.3 GPM UP TO 25.8 GPM 3" 1 I I + �� 1 MORE THAN 25.8 GPM UP TO 55.6 GPM 4" I � I 11 111 III A. — J � �n � 1 II I-I- - - - - - J 1 L - - - - - - J o 04 p 2'-8" L� 0 — — — — — C 0 I � � ir -D � x ® I N 1 x � V N 1 LJJ I i ® J 0 '�G D > 1 I to o N o o F`9! NEW RHEEM ELEC. SPLIT U.L. RATED FLUE 1 1 j' ry 1 I x ® I I X !41 A/C AIR HANDLER #2 PIPE FROM GAS I io Q ® f- RA1418AJl NA cv I N +RCF2421MTAMCA FIRE PLACE 1 1 W 1 1 HUNG IN ATTIC 1 1 (2) 2 x 10 NAILER I U LLJ 1 z 1 BEARING KNEE WALL BELOW BEARING KNEE WALL BELOW i I W I I 1 3/4" x 14" LVL RIDGE BD. �l 21 �1 /�- 1 3/4" x 14" LVL I 1 1 ROOF SPLAY r - - - - ROOF SPLAY RIDGE BD. I I 1 1 (2) 2 x 10 NAILER �I NEW RHEEM ELEC. SPLIT r I 1 11 LIJ Q z o A/C AIR HANDLER #1 AIR-HANDLER #2 ROOF CRICKET 1 m RA1424WJlNA �� I - - I w/ ICE-SHIELD I I +RCF2417STAVUA L- - - - -J FLASHING 1 1 z z HUNG IN ATTIC 1 3/4" x 14" LVL RIDGE BD. c� q 1 I Q Li FLYING GABLE 1 1 m d v m I - - - - - I I I GABLE O CO 0 N o N �l AIR-HANDLER #1 N N V> x ® I I 06 I I -N � 0J _ _ I 1 L — - - - - — — x — - - — — — o< JP �J L_ - - - - - --I to co +� 1p O J — — — — — — J CU � > o fO�' F�P� +� ROOF SPLAY � o x 00 ,`V +�o `°oi r - - - - - - - � � i t 111 I11 � � 1 1 N0 0 0�� a � N �� °ti N ® 11 1 1 �� I L — - - — — - - — J 1 0 1 w qR.'S x 1 1 �+ o �of - 1�¢ N N ® i 1 2 x 10 cX `o� � rn 2 x 10 R.R.'S 12L- - - - - - - x00 016" O.C. w 1 - - - - - - - - - - - - - - - - - - - - � x 1 N ® 16" O.C. N �. 14 1 - - - - - - - - I - - - - - - - - - - - - - - 1 — —It--7-1 a 12 w011412 14 X I o 1 1 2 x 10 R.R.'S a 14 1 0 = 1 N 2 x 10 R.R.'S 11 1'-O" 0 16" O.C. 1 _I o 0 1 0 16" O.C. O.H. I I1 r 1 1 z 14 ^�a --' �G I- - - - - - - - - — — — — — — - —J CL METAL STANDING SEAM 1 0 w , } ,P y ' 0 w 1 ROOFING AS SELECTED 0 z m a 12 -' 12 <<� 0 z m Q BY OWNER 1 I rn ci ^\ �J 7 d 7 '� ,�+ EOOF LOW c� v I (� ATTIC NATURAL GAS PIPING NOTE: GAS PIPING SHALL BE BLACK OR � 0 1 z < O I O i — I GALVANIZED STEEL AND SHALL BE A N M 2 x 6 R.R.'S CV C Q SIZED BY THE LONGEST LENGTH t co CD CD 2 x 6 R.R.'S ® 16" O.C. to to x to Z METHOD BASED ON THE INPUT $ 1 x RATE OF THE APPLIANCES. ALL N ® 0 16" O.C. N ® I Q II WORK SHALL BE PERFORMED IN 1 (3) 1 3/4' X 9 1/2" LVL PORCH GIRDS BELOW I Q ACCORDANCE WITH CHAPTER 24 1 — — — — — — I r \ OF THE 2020 RESIDENTIAL CODELLJ 2ND. FL. OF N.Y.S. — — — — - - — — - - - - - - - - - - - - - - - - — — — — - - — — - - — CD •- GREAT ROOM KITCHEN NEW L.P. GAS OUTDOOR "� _ O � J Z — BBQ CONNECTION p Q Q NEW (BTU T.B.D.) O 0 SLV RA GAS S/V VALVE 0 VALVE RANGE/OVEN VALVE VALVE a 1ST FL. (BTU T.B.D.) ---.. NEW B O f '� L.P. GAS v Ll �• FIREPLACE S/0 (13,000 TO VALVE :`` ,`� 2 2— 2 7 25,000 BTU) MECH AREA 1"0 STEEL PROPOSED L.P. TANK DRAWNBY PIPE (ABOVE GROUND OR NEW L.P. - UNDERGROUND AS \ W ,M Aa/ I'` P A C GAS D.V. �',3R BOILER S/0 SELECTED BY OWNER) ` 1 VALVE SIZED AS PER BTU ( 000 TO REQUIREMENTS ROOF FRAMING PLANG�� DATE CELLAR 13030,000 BTU) 1/4"=,._o„ 11 /9/22 SHEET# GAS RISER DIAGRAM Q FOR BIDS 5/24/23 PAC 7 N.T.s. 10 FOR H.E.R.S. 4/3/23 PAC 10 I EMAIL: infoC�cgarten.com 1 3/4" x 14" LVL RIDGE 12 2 x 12 RIDGE BD. / 12 1 3/4" x 14" LVL RIDGE (2) 2 x 10 2x10R.R.'S016" O.C. FLUSH HDR. 12 2 x 4 COLLAR TIES ® 32" O.C. W/ JST. 2 x 10 R.R.'S ® 16" O.C. / \ Q 4 SIMPSON H2A CLIPS • HANGERS 2 x 6 COLLAR 12 _ 0 EA. R.R. TYP. _ TOP OF KNEE WALL FLYINNG TIES 3Y o c. ATTIC z \ - SIMPSON H2.5A CLIPS - - 12 - - - ® EA. R.R. WHERE GABLE // SPLIAIRLEC. \�\ - - - - - - - - - - - - - - - - - - - - - w ~ I� 2x10R.R.S 4� / \ H2A CANNOT BE KNEE WALL \ \- 2 x 12 RIDGE BD. BEYOND \ FN- / \ \ INSTALLED / HANDLER #1 -30- - - - - - - - - - - - - - - - - - -11 2 1 O.C. co LL 2 x SOLID BLOCKING I r \ \ BETWEEN RAFTERS ® PLT. I I ;� W O BOT. OHDR.S BOT. OF C.J.'S (2) 2x10_ - - W/ INSULATION BAFFLES I TOP OF PLT. CD 0 (3)2x10 \\ (3)2x10 TOP OF PLT ® GABLES - - - - - - \ \ rn' HDR. 2 x 6 COLLAR TIES �\\ HDR. HDR.= _ _ _ _ _ _ _ _ _ _ = I I BOT. OF HDR.'S Z 00 / ® 48" O.C. \\ BOT. OF HDR.'S 2 x 8 C.J.'S I � F= 0 16" O.C. I I \ w - L,U � I j \\ - d w w 2 x 8 LEDGER BD. W/ = II \ = Y Ln CX135-3 j \ Cx135 3 \ No \ o N o A35 CLIPS ® EA. R.R. Cx14-3 c� I I \ \ R-21 w ATTIC I \� \_ � V-0" N a \ j I ( N d j ' " BEDROOM \ \ GATT FLYING a 0 O O 2x6R.R.S ® 16 O.C. II Of UNHEATED & I co a oo a I o CL• HALL 2068 BATH #1 o U —' o n / I (UNFINISHED) I 12 i� a (3) 1 3/4" x 9 1/2" I I I \ \ 2 x 6 COLLAR GABLE alo a I- O Z (D \ \ TIES ® 32" O.0 0 00 112 LVL PORCH GIRDER W/ R-21 SIMPSON H2.5A CLIPS GATT 3/4" CDX T&G I I \ \ Q I I 12 ® EA. R.R. 12 PLYWOOD I I \ ry W 4 TOP OF SUB-FL. TOP OF SUB-FL. 4 p SUB-FL. \ 8�30 TOP OF SUB-FL. U 11 7/8" TJI / 230 F.J.'S ® 16" O.C. TOP OF PLT. "' � TOP OF PLT. 11 7/8" TJI / 230 F.J.'S ® 16" O.C. 11 7/8" TJI / 230 F.J.'S ® 16" O.C. — - I ) -TOP OF PLT. BOT. OF HDR.'S (2) 1 3/4"x9 1/4" +3) 1/4x 1111STL8PLTS.,S I I WEB -2 2 x 8 C.J.'S TJI BLOCKING W 18 x 35 1 -3„ LVL HDR. ( ) AS REQ'D. (3)2x10 ® 16" O.C. HDR. 0 BOT. OF HDR.'S AS REQ'D. ® WALL I STEEL GIRDER 8 I JST.FLIT HED FLUSH GIR. W/ HDR. HDR. — ABOVE I (SEE DETAIL) BOT. OF HDR.'S O H. I I JST. HANGERS III I 2 x 6 C.J.'S '- (BETTER HDR. #88) 6" x 6" PSL ® GARAGE � w ® 16" O.C. I I CX74-3 = III I 2—CAR I 2 x 6 STUDS WINDOWS o \ d POST ® WALL W I NOTE: RATED CLG'S. ® 16" O.C. w o : I I DINING IIII MUD N GARAGE Q i' o i $ POST WRAPPED I I COVERED ROOM COLUMNIBDEYOND I III KITCHEN CASED ROOM CX235 o w & WALLS W/ 5/8" o ao a o v I I TYPE X" SHEETROCK N W/ 1 x VERSATEX PORCH I I IN GARAGE AS o0 I TRIM W/ 1 x 6 CAP 1 1 Q OPENING N orn a 0 I I PER N.Y.S.R.C. R-302.6 ^ & 1 x 10 BASE I I I I I (TYP. FOR 6) I I BAIT III ( R-21 IIII BATT I I TOP OF SUB-FL. CO TOP OF TOP OF SUB-FL. SLAB4- TOP - . OF WALL 11 7/8" TJI / 230 F.J.'S ® 16" O.C. 11 7/8" TJI / 360 F.J.'S 0 16" O.C.TOP OF WALL \ \�\� TOP OF WALL y TOP OF WALL il' - /\/ R-38 R-38 ® FRONT PORCH 1S / /\ n I . . . ... • , ,• I I \\// GATT ®CELLAR CLING �(2) 1 3/4" x 11 7/8" (2) 1 3/4" x GATT a 4" POURED CONCRETE FLOOR TYPICAL 5/8"� x 12" GALV. �O STONE OVER 4" P.C. /\ LVL GIRDER SLAB W/ 6x6 W2.0 X W2.0 ANCHOR BOLT ® 35" O.C. & 12" I I I CLEAN �i AS PER N.Y.S.R.C. 302.13 11 7/8" LVL (2) 2x6 ACQ TREATED SILL PORCH SLAB W/ 12" COMPACTED rf (SEE PLAN) GIRDER PLATE W/ COPPER TERMITE W.W.M. PITCH -3" TOWARD O.H. MAX. FROM CORNERS W/ 7" MIN. I HAUNCH ® FRONT 1 SHIELD OVER STYROFOAM I TOP OF FTG. FILL = GARAGE DOOR TYPICAL EMBEDMENT INTO CONCRETE I I 00 ® GARAGE o I SILL SEALER 2 3068 I FRONT WALLS o No � �, 3 1/2"0 STRUCT. I l a DAMPROOFING BELOW A501 GRADE B STL. v o I 8 :• •: I I o, O GRADE TYPICAL .I COLUMN ON A CELLAR 8" P.C. FOUNDATION WALL x a I 28" x 28" x 12" 1 9'-0" HIGH W/ #6 REBARS TYPICAL I I I TOP OF FTG. P.C. FTG. rn VERTICAL ® 32" O.C. ON A STEP FOOTING - I - - - I ® FRONT PORCH - 4" P.C. SLAB OVER 10" x 20" P.C. FOOTING W/ I' - 2 x 4 CONTINUOUS KEYWAY I I I I - - J b •• I �; 2" CLEAN SAND & (2) #5 REBARS. OVER 6 MIL. rl- - - - - - - - - - - - - - - - - - - - - - - - - - -� I- - - - - - L-T- -I -I TOP OF FTG. VAPOR BARRIER - .• •• .4: . •• r TOP OF FTG. L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - -L - -I I I I «. L - -I - - - - - �-- - -� - -�- - - �- - -' A SECTION g SECTION - 8 1/4"=1'-0" W 1 3/4" x 14" LVL RIDGE 2 x 6 COLLAR TIES ® 32" O.C. TYPICAL 6" WALL N 11 7/8" TYPICAL STANDING SEAM 0 Q 12 2 x 10 R.R.'S ® 16" O.C. JOIIST. ROOF CONSTRUCTION: CONSTRUCTION: z Lv 12 TYPICAL ALUMINUM ROOFING PANELS TYPICAL SIDING AS NOTED OVER "TYPAR" W c r- 12 AS NOTED OVER 15# BUILDING FELT HOUSEWRAP OVER 5/8" SHEATHING OVER 2 x I6 OVER ICE SHIELD OVER 5/8" CDX STUDS ® 16" O.C. W/ R-21 HIGH DENSITY 0 12 PLYWD. SHEATHING OVER RAFTERS FIBERGLASS BATT INSULATION AND 1/2" GYPSUM 2 x 10 R.R.'S -I ` _ 2 x 8 NAILER AS NOTED WALLBOARD, TAPE & SPACKLE. Z 5/8" TYPE 'X' ® 16" O.C. - - R LLJ � \ 12 FIRE RATED 0 SHEETROCK AS TOP OF KNEE WALL ICE SHIELD UNDERLAYMENT REQUIRED FROM 2-p» ATTIC \ 9 2 x 4'S PER CODE z Z „ MIN. _ 2 x 6 R.R.S ON-FLAT TYPICAL ROOF ' - LOWEST EDGE OF ROOF TO A POINT 24 12 W ® 16 O.C. ® 16" O.C. W 18 x 35 STEEL 0 L.n - MIN. (® 7 PITCH OR LESS) FROM FACE OF 4 C� CONSTRUCTION: EXT. WALL INTERIOR AS PER N.Y.S.R.C. ��0 KNEE SPLIT ELEC. GIRDER TYPICAL ASPHALT ROOFING SHINGLES AS 0 NOTED OVER 15# BUILDING FELT OVER U CO O 905.1.2 (TYPICAL) SCE 5 WALL AIR2 DLER R-30 I ON C.J.'S LT II II ICE SHIELD OVER 5/8" CDX PLYWD. I BATT I I 2 x 8 NAILER SHEATHING OVER RAFTERS AS NOTED TOP OF PLT. - MMMP - BOT. OF C.J.'S ® BOT I I -STL. TUBE COL. ®UCT. (2) 1 3/4"x (3) 1 3/4" x 18" _TOP OF PLT ® GABLES WALL BEYOND LVL FLUSH CLG. II HDR. 0 BOT. OF HDR.'S 9 1 . LVL 2 x 8 C.J.'S I GIRD R » HDR. — — HDR. I I � (3) 1 3/4 x ® 16" O.C. 11 7/8" FLUSH I FACE-MOUNT ROOF HDR. STEEL GIRDER w I I JST. HANGERS LINE OF a �► w \ N CX135-3 II CX135-3 ROOF BEYOND N V)T o 2 x 10LEDGER . R.R. 11 I I Cq a BUILD—OUT DETAIL 00 0- i A35 CUPS ® EA. . 36" HIGH 2868 ( ( o i a o 00cr_ `O 12 RAILING AS I I 1 3/4" x 7 1/4" LVL RIDGE a a 2 x 8 R.R.'S 4 p PER CODE 8 3/4"=1'—O" R-21 WEB I I R-21 � ® 16" D.C. BATT STIFFENER GATT a \ FLYING AS REQ'D. I I c GABLE HANDRAIL NOTE: TOP OF SUB-FL. TOP OF SUB-FL. 3 1 3 4 x � c "1 FLUSH11 B' LVILGIRDER 11 7/8" TJI / 230 F.J.'S ® 16" O.C. \ 1 ALL HANDRAILS & GUARDRAILS SHALL TOP OF PLT. - - TOP OF PLT. COMPLY W/ N.Y.S.R.C. R-311 & R-312 TOP OF PORCH GIRDER I - (3) 1 3/4"x I I I (2) 2x10 (2) 1 3/4"x BOT. OF HDR.'S 11 7/8" LVL �- HDR. 9 1/4" LVL BOT. OF HDR.'S TYP.I RAIL -- 1'-3" I 2 x 6 C.J.'S HDR. I I HDR. (3) 1 3/4" x 9 1/2" . O.H. ® 16" O.C. LVL PORCH GIRDER W/ 5 � SIMPSON H2.5A CLIPS I I 4" P.C. a w I (3) 2 x 10 GIRDER J _ ® EA. R.R. I I DING w ON GRADES \ a \ iv POST WRAPPED I J II v I I \ o TOP OF TYP. WALL v p o COVERED 4PFGP GREAT 607o COVERED o — I I W/ 1 x VERSATEX I I - I I j 120611 I 2870 5070 o DBL. m GRADE cy) a TRIM W/ 1 x 6 CAP o� a :- 00 N & 1 x 10 BASE I I PORCH - I 0 M DBL. 1 FOYER PORCH04 (TYP. FOR 4) I I ) 36" L.P. I I I \\ \ z V) _II GAS F.P. I I STONE ON 4" J TOP OF CELLAR j//\ z -Q STONE OVER 4" P.C. I I P.C. PORCH SLAB I I 3 ENTRY END WALL \\/j\ j\\'' (3) 2x10 HDR. O 0 I I PORCH SLAB W/ 12" ON COMPACTED I I // M TIP. HANDRAIL Z_ _ HAUNCH ® REAR & SIDE FILL o �. i�\\ ~ J TOP OF SUB-FL._ TOP OF tO TOP OF SUB-FL. ,_ � SLAB -" of a COMPACTED 11" Q U 11 7/8" TJI / 360 F.J.'S - ® 16" O.C. - o FILL TREAD LL I U TOP OF WALL - / \� - - - - - - /\- « R-38 R-38 .•u / - - - -/\ \ \ TOP OF WALL o j' i� 3068 0 TOP OF WALL JI_ \ \ / /, L BATT BATT y /\/`� I- \\ / /\ I \ N /\ //%//� 0 ^ P.C. STEPS & / �. % 4 \/\ \ 1/2" SHEETROCK \ \\ \/\/\ I TOP OF WALL 4'-0" ® PATIO rj\ \\ LEAN �j\\ / . ® CELLAR CEILING (3) 1 3/4" x 11 7/8" �// I \/\\/\\/ �. - - ® FRONT PORCH 4" P.C. LANDING COMPACTED i / AS PER N.Y.S.R.C. LVL GIRDER / // FILL i\\ 302.13 I \ \ d LANDING 00 ��j\\\ PROTECT WOOD IN ''w/' (SEE PLAN) PROTECT WOOD IN \�\/ I 3" P.C. CURB ( -~ _ ry 2 2— 2 7 CONTACT WITH CONTACT WITH �/ I F.D. C - �. w I W/ CONCRETE W/ w TOP OF FTG. --- CONCRETE ! =, v► ICE-SHIELD FLASHING 3 1/2"0 STRUCT. ICE-SHIELD FLASHING I = to o _ —T G. CDRAWN BY o O TOP OF FTG. I A501 GRADE B STL. cO o o I - - - - - - L - I f '� n ® REAR PATIO CELLAR I 10_ cn L, 4"0 PVC PIPE - o - - - - COLUMNS ON A I N a' I I CLEAN TO DRYWELL t_ LJ - I _ -I ' r °t P A C L - - - .',. i 36" x 36" x 12" COMPACTED I P.C. FTG.S W/ #4 I I FILL I d TOP OF FTG. ' "�--- - - -L - - J - - - -I o ` - - 4" P.C. SLAB OVER REBARS ® 6 O.C. 1 I TOP OF FTG. ' PITCH 1/B" / FT. 10. 1 '_8 _ �__ �t'- - - EA. WAY DAMPROOFING BELOW - • ® FRONT PORCH _ �r ,/ DATE TYPICAL -I I ( 2" CLEAN SAND I. GRADE TYPICAL `� _ OVER 6 MIL. I •' �,U� fJ' �% 11 /9/22 STEP FOOTING — —I L — I VAPOR BARRIER _ _ _ - - J o TOP OF FTG. MAX. ` L I' I' I I —I _ _ TOP OF FTG. ` SHEET 30* 2 - - - - - 2 CELLAR ENTRY STAIR DETAIL Q FOR BIDS 5/24/23 PAC C SECTION 8 8 8 1/4"=1'-0" 1/4"=1'-0" 10 FOR H.E.R.S. 4/3/23 PAC 10 I I _ TABLE R602.3(1) TABLE R602.3(1)-continued TABLE R602.3(1) EMAIL: TABLE CONNECTION FASTENING SCHEDULE FASTENING SCHEDULE� b FASTENING SCHEDULE-continued infoC�Cgarten.COCTi FRAMING NOTES):_ DECK LEDGER CONNECTION TO AND JOIST'• wl 4 f ° - f eck cad load_10 sf sno lad 5 0 s as iv load s d d Deck live oa P ) ( P P . NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER"' SPACING AND LOCATION 1. ALL FRAMIN3 LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL JOIST SPAN ITEM DESCRIPTION OF BUILDING ELEMENTS ",b•a SPACING AND LOCATION OF FASTENER GRADE N0.2 OR BETTER. CONNECTION DETAILS 6'and less 6•t"to 8• el';to td 10'1"to 12' 1 12'1"to 14' 14'1"to 16' 16't"to 18' 16d common(31/2"x 0.1621) 16"o.c.face nail Floor On-center spacing of Fasteners ROOF Bottom plate 10 joist,rim JOlsl,band JU1St OT 2. ALL WALL SHEATHING TO BE APA RATED, EXPOSURE 1. 5/8' MIN. THICKNESS OR AS /2 inch diameter lag screw with'/2-inch 4-8d box(21/,"x 0.113')or 14 blocking(not at braced wall panels) 16d box(3'i.,"x 0.135');or " 3-16d box(3'/2"x 0.1351);or 12"o.c.face nail 24 2 subfloor to joist or girder 1 Blind and face nail 30 23 18 15 13 11 10 3-8d common(2'/2"x 0.131'�;or 3"x 0.131"nails 2-16d common(3'/, x 0.162 NOTED. maximum sheathing-' 1 Blocking between ceiling joists or rafters to top plate „ Toe nail , 3-16d box 3'/,"x 0.135 •or 3. ALL SUBILOORING TO BE APA RATED STURD-I-FLOOR. EXPOSURE 1, 3/4" MIN. THICKNESS. '/,-inch diameter bolt with'/2-inch maximum 36 36 34 29 24 21 t9 3-I Od box(3 x 0.128'�;or 3-I6d box 3/ x 0.135' ;Or 3 each 16'D.C.face nail ALL EUBFIL OF PLYWOOD TO BE SET ON SOLID BLOCKING, GLUE AND NAIL PLYWOOD sheathings 3-3"x 0.131"nails is Bottom late to'list wall list,band'list or ( 2 25 2"planks(plank&beam-floor&roof} .1 p J 1 J i n t . „ 2-I6d common 3 7"x O.162' At.each bearing,fact nail blocking(at braced wall panel) 2-I6d common(3/2 x 0.162'),or 2 each 16 q.e.face nail ( 2 SUBFLOOR TO FLOOR JOISTS. '/z inch diameter bolt with I-inch maximum 36 36 29 24 21 18 16 4-8d box(2'!,"x 0.113');or 4-3"x 0.131"nails sheathing' 4 each 16"v.c.face nail 3-I6d common(3'11"x 0.162") 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0- AND ForST:Iinch=25,4mm,Ifoot=304.8mm,Ipoundpersquarefoot=D.at7vkva. 3-8dcommon(2'/2"x0.131');or 4-8dbox(2'/�"x0.113'� or End nail OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE MINIMUM OF 2-2x8 OR AS SHOWN 2 Ceiling joists to top plate Per joist,toe nail ,r •or 26 Band or rim joist to jvist 1 box(3"x 0.1 128�,c a.Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. 3-I Od bOX(3"x 0.12$')'Or 3-16d box(3/>"x 0.135'�'Or ON DRAWINGS. b.Snow load shall not be assumed to act concurrently with live load. 3-3"x 0.131"nails 4-3"x O 131"nails;Or ' 4-3"x 14 a Sta les,7/,6`'crown 4-8d common(2!2 x 0.131");or Toe nail g .' p JOISTS AND FLOOR BEAMS AS PER THE c.The tip of the lag screw shall fully extend beyond the inside face of the band joist. 5. SOUD BLOCKING SHALL BE PROVIDED FOR ALL J d.Sheathing shall be wood structural panel or solid sawn lumber. Ceiling joist not attached to parallel rafter,laps over 4-I Od box(3"x 0.128'�:or 4 10 box 3"x 0.128'�'or NOTED ® 8'-0* O.C. MIN. PROVIDE 2" SPACE FOR Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to'/i inch thickness of stacked washers 3 3-16d Common(3'2 x 0.162");or Face nail 20d common{4"x 0.192'�;or Nat each aye`m follows: eyed. . RESIDENTIAL CODE OF N.Y.S. OR /\S N c.Sh pe 16 Top or bottom plate w stud 4 3"x U.131"nails AR CIRCULATION IN ROOFS. shall be permitted to substitute for up to'/.inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. paTtltlORS(SCC Section R$O2.S.2 slid Table R$02.5,2) ' at top and bottom and staggered. F- 4-3"x U.131"nails Ceiling joist attached to parallel rafter(heel joint} 3-I6d box(3'(2"x 0.135);or 1 Od box(3"x 0.1281);or 24"o.c.face nail at top and bottom C 6. DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.) OR AS NOTED ON DRAWINGS. 4 Table R802.5.2 Face nail 2-16d common(3'/2"x 0.162');or End nail 27 staggered an opposite sides Built-up girders and beams,2-inch lumber 311 x 0.131"nails _ (see Section R802.5.2 and Table R802.5.2) ' 3-10d box(3"x 0.128') or layers U And: ry t rD 7.DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. TABLE R507.9.1.3(2) Collar tie to rafter,face nail or l'/,"x 20 ga,ridge strap to 4 I Od box(3"x 0.128 or 3-3"x 0.131"nails 2-20d common(4"x 0.192");or Q S 3-10d common(3"x 0.148');or Face nail each rafter 3-10d box(3"x 0.128');or 3-10d box(3"x 0.128");or Face nail at ends and at each splice L Ll .- PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS rafter S. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 4-3"x 0.131"flails 17 Top plates,laps at corners and intersections 2-I6d common(3'/2"x 0.162');or Face nail 3-3"x 0.131"nails cr- >-- CA CONNECTORS BY SIMPSON OR APPROVED EQUAL. TOP EDGE BOTTOM EDGE ENDS ROW SPACING0. 9. NAILING SCHEDULE SHALL BE AS PER THE RESIDENTIAL CODE OF N.Y.S. OR WFCM AS A 00 Ledger' 2 inches" '/,inch 2 inches' Is/s inches' 3-I6d box nails(31/2"x 0.135'�;qT 3-3"x 0.131"nails 4-16d box moo x ,"X 0 1 2 3-I Od common nails(3"x 0.149'); 2 toe nails on one side and 1 toe nail 3-8d box 2'/"x 0A 13'),or 28 Ledger strip supporting joists or rafters 3-I6d common(3'h"x 0.162'�;qr H Ln MINIMUM. ALL 2x6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL PLATE. ALL NAILS SHALL Rand Joist' /,inch 2 inches 2 inches" P/s inches' ( '- �' g p pp gj n ,r At each list or rafter,face nail BE GALVANIZED. 6 Rafter or roof truss to plate or on opposite side of each gaiter or 2-8d common(2'!2"x 0.131");or _ For Sl;1 inch=^_5,4 rum. 1$ 1"brace to each stud and plate 4-I Od box(3 x 0.128 );or J W - W a.Lag screws or bolts shall be staggered from the top to the bottom along the horizontal tun of the deck ledger in accordance with Figure 11507.9.1.30). 4-1 Od box(3"x 0.1281);or truss' 2-1 Od box(3"x 0,1281;or Face Hall 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D ® 4" O.C. EXTERIOR EDGES. 4-3"x0.131"nails 4-3 2- 0dbo0.131x(ails of b.Maximum 5 inches. c,For engineered rimjoius,the munufacturer's recommendatiom shall govern. 2 Staples 1"'!4" 2-1 Od box.1"x 0.r 2-3 x 2-$d common _ 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED d.The mmimum distance from bottom row of tag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.9.1.3(1). 4-16d(3'/2"x 0.135'�;Or 29 Bridging or blocking to joist , „ ,� Ead1 end toe nail HURRICANE TYPE CONNECTORS BY SIMPSON OR APPROVED EQUAL. FOR TIMBER PILE 3-1Od common 3"x 0.148' 3-8d box moo x 0.1 0.1 or (2/, x 0,131 ,or 2-3' x 0.131 nails Q 0 FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER ( �'UT Toe nail rr 2-$d common(21/2"x 0.131'�;or 0 SPACING OF FASTENERS U J O M 4-1 Od box(3"x 0,128` ;or 19 1 x 6"sheathing to each bearing Face nail DESCRIPTION NUMBER ANDEdges �� O Z CO � 2-1 Od box(3' x 0.128),OT ITEM Intermediate CONNECTIONS. 7 Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0.131"nails OF BUILDING ELEMENTS TYPE OF FASTENER",'° (inches)" supports`•• 2 staples,1"crvwn,16 ga., 13/4"lung 00 � c E- to minimum 2"rid a beam pnchea) (/) 12. ALL PRE-ENGINEERED LUMBER SHALL BE MANUFACTURED BY TRUS JOIST MACMILLAN g 3-I6d box 3'!2"x O.t35'�;or 3-8d box 2'/2"x 0.113' ;or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing La TJI-SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL ALL AS PER MANUFACTURERS z STAGGER FASTENERS 2-16d common(3'/2"x 0.162');or End nail 3-8d common(2'/ "x 0.131 or RECOMMENDATION. WEB STIFFENERS SHALL BE REQUIRED Ai ALL LOAD AND BEARING N z IN 2 ROWS „ 2 ") ( ( 1 g framing] see Table R602.3 3 for wood structural panel exterlorwall sheathing to wall POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 3-1 Od box(3 x 0.128�,or PERIMETERS. HANDLING, STORAGE AND ERECTION OF COMPONENTS SHALL BE AS PER 3-3"x 0.131"nails 3-lop box c x 0.128'� or ' 6d common(2"x 0.113")nail(subfloor,wall)' I 5.5"MIN.FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED TO 3 staples,I"Crown,16 ga., 13!,"long 3O '/s"-I/2" 8d common(21/21'x 0.13 nail(roof);or RSRS- 6 12' ' MANUFACTURERS RECOMMENDATIONS. ® ® 6.5"MIN,FOR 2 X 10 BE REDUCED TO4.5"IF LAG SCREWS 5"MAX 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS Wall 20 1"x 8"and wider sheathing to each bearing Wider than 1"x g" Face nail O] (2'/s"x 0.1 13")nail(mofy 13. ALL BUILT-UP HEADERS AND GIRDERS WIDER THAN 3 1/2' TO HAVE 2 ROWS OF 1/2"0 0 ® 0 ® REDUCED TO THAT OF LAG SCREWS 16d common(3'/2"x 0.162' 24"D.C.face nail0. GALVANIZED CARRIAGE BOLTS ® 12" O.C., ALL BUILT-UP HEADERS AND GIRDERS 3 1/2" TO ATTACH 2 X 8 LEDGERS TO 2 X 8 R Stud to stud not at braced wall panels) , 4-8d box(2'/2"x 1," 10. or I9 ,.- „ 8d common nail(2'/2"x 0.1311);or RSRS-01; 6 12t ' BAND JOISTS. ( P ) 10d box(3"x 0.1281);or 3-8d common(2'/,"x 0.131'�;or 31 /s2 1 (2'/s"x 0.113")nail(roofy WIDE OR LESS TO HAVE 3 ROWS OF 16D COMMON GALV. NAILS 0 12" O.C. 2"MIN. � 16"ox,face nail LEDGER--/ LAG SCREW OR BOLT 3/4"MIN. 3"x 0.131"flails 3-1 Od box(3 11x 0.128');of 14. FLITCHED GIRDERS SHALL BE CONNECTED W/ (2) ROWS OF 1/2"0 GALVANIZED CARRIAGE a „ 32 1 tt 11_11/Ir d common(3"x deformed nail;or BOLTS ® 16' O.C. � g g 36d 0�131'/nails0,135");or 4 staples, i"crown, 16 ga.; i�l4 long 1 Fur si:I inch=2s.a run,. Stud to stud and abuttnl studs at hrtersectin wall corners n12 cLc,face nail s ° $d(2'/2"x 0.131'�defimned nail 6 l2 Floor {at braced wall panels) „ , , . Other wail sheathings 15. 4x4 POST & 4x6 POST SHALL MEAN 3-2x4 & 3-2x6 RESPECTIVELY, OTHER POSTS ® FIGURE R507.9.1.3(1) 16d common(3 1("x 0.162'1 16"o.c.face nail 4-8d box(212' x 0.113),or PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 2 tf r,x i n I'I,°galvanized roofing nail, head HEADERS HEADERS SHALL BE 2-2x4 OR 2•-2x6. 16d common(31/2"x 0.162') 16"o.c.each edge face nail 21 Joist to sill,top plate or girder 3-8d common(2,2 0.131');or Toe nail 33 (2 structural cellulosic fiberboard diameter,or i'/,"long 16 ga.staple with 7/1,"or 3 6 ' 10 Built-up header(2"to 2"header with spacer) Oil ) b 3-1Od box(3'x 0.128');or sheathing 1"crown 16. ALL RAFTERS SHALL RECEIVE SIMPSON # H2A HURRICANE TIES OR EQUAL I6d box Oil x 0.135 12' o.c.each edge face nail 3-3"x 0.131"nails 151,32"structural cellulosic 1'I "galvanized roofing nail,'/ "head diameter, 17. ALL EXTERIOR WALLS & ALL BEARING WALLS TO RECEIVE "CATS" O MID-SPAN. 5-$d box(2'!,"x 0.113');or 8d box(2'/2"x 0.113`) 4"D.C.toe nail 34 4;g„ g "/,,"head 6 I 1 Continuous header to scud 4-$d common(2'!2"x 0.1311);or Toe nail f fiberboard sheathing or 1 /2 long 16 ga.staple with /16 or I'crown 4-10d box n x'/,"x 22 Rim,joist,band joist or blocking to sill or top 8d colmnon(2/2 x 0.131),or , „ , ( plate(roof applications also) IOd box(3 11x 0.128');or 6"o.c.toe nail 35 '12"gypsum sheathing' I'/2 galvanized roofing nail;staple galvanized, 7 7 16d common 3'1,"x 0.162' 16"o.c,face nail x " ]'/;"long; I /4 screws,Type Vl or S ( � 3" 0.131 nails 12 Top plate to top plate 1 Od box 3"x 0,12R or ' " 36 5i" sum sheathing`' 1'/4"galvani7ed roofing nail;staple galvanized, ( „ �' 12"o.c.face nail 3-8d box common n x 0.113 0. 1 or s gYP b I5/x"long; 1%"screws,Type W or S 7 7 SHEAR WALL SEGMENT DETAILS: 8-16d common nails 2-8d-10dbox 3"x0,281);o1', • 23 1"x 6"subllovr or less to each joist 'or Face nail Wood structural panels,combination subfloor underlaymertt to framing 8-1 bd common(3'/2"x 0.162'�;or 3-lOd box(3 x 0.128�;or ,/ „ Face nail on each side of end joint 2 staples,1"crown,16 ga.,1%"long ai „ 6d deformed(2"x 0.120")nail;or 13 Double top plate splice 12-16d box(3,12 x 0.135"o or (minimum 24"lap splice length p 37 ,, and less 8d common 2'! "x 0.131" nail 6 12 RATIO LIMITS = H /L < 3,/2 12-lOdbox{3 x OJ28'�;or { z ) RATIO LIMITS - H /L < 3-J/2 L = (SEE PLAN) „ each side of end joint) continued) 7 L = (SEE PLAN) 12-3'x 0.131 nails ( $d common 2'h"x 0.131'�nail;or WOOD FRAMED PLYWOOD LEGNTH WOOD FRAMED 38 /s -1 8d deformed(2'/2"x 0.1201 nail 6 12 PLYWOOD LEGNTH WALL ASSEMBLY WALL ASSEMBLY (continued) 39 1t( „-1 F ,!a„ lUd common(3 x 0.148' )nail;or 6 12 8d deformed(2'/,"x 0 120')nail For SI: 1 inch-25.4 mm,I foot-304.8 tom,I mile per hour-0.447 m1s;I ksi-6.895 MPa. DOUBLE TOP DOUBLE TOP (continuer!) PLATE PLATE ENERGY NOTES TYP. 2 x 6 D.F. STUDS O 16" O.C. TYP. 2 x 6 D.F. STUDS 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. THE O 16" O.C. AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE 5/8" CDX PLYWOOD ENERGY EFFICIENCY REQUIRED BY THIS CODE. SHEATHING (WOOD STRUCTURAL o = CATS- AT MID-SPAN / AIR BARRIER & INSULATION INSTALLATION- CO PANEL) 2. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION a SOLID BLOCKING O SEAMS AS PER 2020 E.C.C. OF N.Y.S. TABLE IR402.4.1.1 FLOOR & ROOF DIAPHRAGM ON THE SURROUNDING SURFACES. = 3 3. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE = 3 'CATS" AT MID-SPAN / BRACING DETAIL: CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA SOLID BLOCKING O SEAMS COMPONENTS AND VERIFY COMPLIANCE. A CONTINUOUS AIR BARRIER SHALL BE 0 8d COMMON NAILS O 4' O.C. EDGE INSTALLED IN THE BUILDING ENVELOPE. AND 12" O.C. FIELD MIN. 4. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 ® 3" OR GREATER IN 8d COMMON NAILS O 4" O.C. EDGE o THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PIERMEABLE INSULATION SHALL NOT BE 3 DIAMETER, AND R-6 ® DUCTS LESS THAN 3" IN DIAMETER. GENERAL CONTINUOUS AIR BARRIER. USED AS A SEALING MATERIAL AND 12" O.C. FIELD MIN. J BOTTOM REQUIREMENTS BREAKS OR JOINTS IN THE AIR BARRIER SHALL d PLATE 5. DUCT SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BE SEALED. X �//,I i I 1 4 RIDGE BOTTOM 6. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. THE AIR BARRIER IN ANY DROPPED PLATE OVER CEILING/SOFFIT SHALL BE ALIGNED WITH THE SILL PLATE iv - - - BOX BM. / RIM JST. INSULA AL TION AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED \ CORNER BLOCKING 7. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. CEILING / ATTIC SHALL BE SEALED. CEILING/SOFFIT SHALL BE ALIGNED WITH THE o HOLDOWN 2 BAYS BACK � ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE AIR BARRIER. ' ��< 0 48" O.C. Q 8. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS > 105 F DEGREES OR < 55F DEGREES SHALL BE INSULATED WITH WALL DOORS TO UNCONDITIONED ATTIC SPACES LLI LOCATION CORNER pp�� P.C. FOUNDATION WALL � 5/8" CDX PLYWOOD � R-3 MINIMUM. SHALL BE SEALED. (R-18) HOLDOWN bl j SHEATHING (WOOD STRUCTURAL STRAP TIE = PANEL) 9. MECHANICAL VENTILATION - SHALL MEET THE REQUIREMENTS OR THE RESIDENTIAL CODE OR MECHANICAL CODE. - LOCATION L- STORY to ATTIC Z CAVITIES WITHIN CORNERS AND HEADERS OF FRAME w 10. EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THE JUNCTION OF THE FOUNDATION AND SILL WALLS SHALL BE INSULATED BY COMPLETELY FILLING PLATE SHALL BE SEALED. THE CAVITY WITH A MATERIAL HAVING A THERMAL Q t� "CATS" AT MID-SPAN / THIRD PARTY HERS RATER. THE JUNCTION OF THE TOP PLATE AND THE RESISTANCE OF R-3 PER INCH MINIMUM. I ` NOTE` SOLID BLOCKING O SEAMS WALLS TOP OF EXTERIOR WALLS SHALL BE SEALED. LLJ ' 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED 11. LIGHTING - A MINIMUM OF 75 OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY LAMPS KNEE WALLS SHALL BE SEALED. FRAMED RWALLSMS ALL BE INSTALLEDIN FOR Lt , ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP _ -- PLATE Oft ADAQUATELY BLOCKED AT JOINTS. (R-18) SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT U M 2. HOLDOWNS REQUIRED AT ALL CORNERS OF STRUCTURE, SEE 12. ALL HVAC, PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE RESIDENTIAL CODE CHAPTER 11 ENERGY EFFICIENCY, WITH 'THE AIR BARRIER. LLI DETAILS ON PLANS. CEILING MECHANICAL CODE, ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO Z M T-- 3. REFER TO THE NAILING AND STRAPPING DETAILS FORA V JOISTS SUBMIT IN DETAIL THE DESIGN, CALCULATIONS DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL. AIR CONDITIONING, WINDOWS, SKYLIGHTS AND THE SPACE BETWEEN WINDOW/DOOR JAMBS CONT1NUl0Us LOAD PATH. VENTILATION. HEATING SYSTEMS (NEW, EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY DOORS AND FRAMING, AND SKYLIGHTS AND FRAMING 2 - STORY THE OWNER OR BUILDING DEPT. SHALL BE SEALED. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. FIRST / SECOND FLOOR 13. ADDITIONS, ALTERATIONS OR RENOVATION: SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CODE. UNALTERED R-18 V) I- z PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. L j Q� FLOOR FRAMING CAVITY INSULATION SHALL BE 14. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN INSTALLED TO MAINTAIN PERMANENT CONTACT WITH 0 ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. THE UNDERSIDE OF SUBFLOOR DECKING, OR FLOOR FLOORS (INCLUDING ABOVE FRAMING CAVITY INSULATION SHALL BE PERMITTED TO GARAGE AND CANTILEVERED THE AIR BARRIER SHALL BE INSTALLED AT ANY BE IN CONTACT WITH THE TOP SIDE OF SHEATHING, 15. ALL EXTERIOR WALL / FLOOR / CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE FLOORS) EXPOSED EDGE OF INSULATION. OR CONTINUOUS INSULATION INSTALLED H THE w BLOCKING R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM Ln _ 2 BAYS BACK GYPSUM WALL BOARD. THE BIOTTOM TO THE TOP OF ALL PERIMETER FLOOR 0 '^ �/ J FRAMING MEMBERS. r , �►o O ® 48" O.C. ` EXPOSED EARTH IN UNVENTED CRAWL SPACES WERE: PROVIDED INSTEAD OF FLOOR INSULATION, EXCEPTION: CRAWL SPACE WALLS SHALL BE COVERED WITH A CLASS 1 VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED TO WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED RETARDER WITH OVERLAPPING JOINTS TAPED. THE CRAWLSPACE WALLS. TO BRACE THE GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED, ADDITIONAL ROOF DIAPHRAGM BLOCKING THERMAL f MOISTURE PROTECTION NOTES: DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE IS NOT REQUIRED. SHAFTS, PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. 1. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN: AMERICAN SOCIETY OF HEATING, BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, REFRIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS. NARROW CAVITIES OR NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY 2. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH " ARCHITECTURAL SHEET METAL MANUAL" BY SMACNA. CONFORMS TO THE AVAILABLE CAVITY SPACE. MANUFACTURED THIN-PROFILE ATTIC VENTILATION 3. ALUMINUM FLASHING SHALL CONFORM TO ASTM B 209, AND BE MINIMUM 0.016" THICK STANDARD BUILDING SHEET OF PLAIN FINISH. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE 2 x 10 R.R.'S BAFFLE 0 EACH RAFTER BAY (FULL WIDTH) TO GARAGE AND CONDITIONED SPACES. 0 16" O.C. 4. INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES SHALL BE FIBERGLASS BATTS, SIZE AS INDICATED ON PROVIDE CONTINUOUS AIR FLOW TO RIDGE VENT TYPICAL SPRAY DRAWINGS. WITH A KRAFT PAPER BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND WINDOWS AND DOORS WITH RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE �\ TYP" INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND INSTALLED IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL RECESSED LIGHTING THE BUILDING THERMAL ENVELOPE SHALL BE BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT / � INSULATION VALUES: CODE AND THE 2016 ENERGY CODE SUPPLIMENT OF NEW YORK STATE. SEALED TO THE FINISHED SURFACE. AND IC RATED. d CDX PLYDOOD SHEATHING 5. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH A MINIMUM OF ONE LAYER OF 15;11 WATERPROOF OPEN CELL SPRAY FOAM a R-3.5 / 1" BUILDING PAPER. BATT INSULATION SHALL BE CUT NEATLY TO FIT CLOSED CELL SPRAY FOAM -� R-7.5 / 1" AROUND WI WIRING AND PLUMBING IN EXTERIOR WALLS, \ PLUMBING AND RING OR INSULATION THAT ON INSTALLATION READILY/ 3„ MIN. CLOSED 6. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/2" GYPSUM WALLBOARD EXCEPT AS INDICATED OTHERWISE ON DRAWINGS. CONFORMS TO AVAILABLE SPACE SHALL EXTEND �� / ^ Q Q CELL SPRAY FOAM USE WATERPROOF TYPE IN AREAS OF MOISTURE. BEHIND PIPING AND WIRING. INSULATION (R-7 / 1") 7. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO SIZED, THE AIR BARRIER INSTALLED AT EXTERIOR (n x 3" = R-21 CONSTRUCTED, TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY OF INJURY TO SHOWER /TUB ON EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS J AT TOP OF PLATE PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. WALL SHALL SEPARATE THE WALL FROM THE SHOWER SHALL BE INSULATED. OR TUB. 8. GALVANIZED STEEL FLASHING SHALL CONFORM TO ASTM A 526, 0.20 COPPER, 26 GAGE (0.0179): ASTM A525, DESIGNATION G 90 \ SOLID BLOCKING ' 2 x 4 INTERIOR WALL HOT-DIP GALVANIZED, MILL PHOSPAHTIZED. THE AIR BARRIER SHALL BE INSTALLED BEHIND 1/2' SHEETROCK ELECTRICAL/PHONE R WALLS BOX ON ELECTRICAL OR COMMUNICATION BOXES OR \ BETWEEN ROOF EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. Li - - RAFTERS TYP. 9 METAL HVAC FLASHING WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTITIOUS MATERIALS OR DISSIMILAR Q 2 x 8 BACKING STUD TO HVAC REGISTER BOOTS THAT PENETRATE PROVIDE NAILING AND 10. PROVIDE AND INSTALL FLASHING AT ALL ROOF TO WALL CONDITIONS, PROJECTIONS OF WOOD THROUGH EXTERIOR WALLS, EXTERIOR HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED SPACE FOR INSULATION OPENINGS, AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. DRYWALL ® 16" O.C. I i u FIBERGLASS INSULATION 11. INSTALL TYPE 15 FELT( PER "UL" STANDARD SPEC 55A REV. OCT 1975) UNDER EXTERIOR TRIM. APPLY SO AS TO FORM A W WATERTIGHT MEMBRANE. OVERLAP EACH COURSE BELOW 2 IN. MINIMUM AT HORIZONTAL JOINTS AND 6 IN. MINIMUM AT VERTICAL SEE AIR - SEAL DETAILS ON THIS SHEET BATT ® WALL CAVITY z u i JOINTS. O ii u n Z 12. PROVIDE GAF "WEATHERWATCH" OR EQUAL AT MIN 12 IN. WIDE AROUND ALL DOOR AND WINDOW OPENINGS TO A HEIGHT OF 12 IN. (' ABOVE AND BELOW ALL TRIM. _Z LLI R-30 FIBERGLASS ----------------------------- iv o - 13. THE MINIMUM REQUIRED NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE SPACE TO BE VENTILATED, EXCEPT ~ J CV THAT THE MINIMUM REQUIRED AREA SHALL BE REDUCED TO 1/300 WHERE AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING Q O INSULATION BATT F- I U Cn AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE 0 z (n _7 U-) EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 1/2" SHEETRCCK VENTED SOFFIT R-21 HIGH-DENSITY CAULK, ADHESIVE OR2 x 6 WALL STUDS 2 2- 2 7 ;� FIBERGLASS INSULATION SEALANT ® ALL JOININ 0 16" 0.C. TYP. JOINTS AT INSULATION & VENTILATION NOTES: `= ' ` > BATT 0 WALL CAVITY EXTERIOR WALL PLATES & SHEATHING TYP. DRAWN BY 1/2" CDX PLYDOOD SHEATHING 1. THIS PROJECT HAS BEEN DESIGNED TO MEET THE UPDATED ENERGY CODE. THERE SHALL BE NO DEVIATION IN STATED VALUES OFF ALL INSULATION MEMBERS INDICATED IN THESE DRAWINGS. b ~ l l P A C 2. ALL PENETRATIONS THROUGH FLOORS AND RIM BOARDS FOR ELECTRICAL AND MECHANICAL/ PLUMBING ACCESS ARE TO BE FILLED �� COMPLETELY WITH FIRE CAULK SEALANT AFTER WORK HAS COMPLETED. �JG ir, ,9 ^:' j , 3. ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED COMPLETELY WITH INSULATION SPECIFICALLY DESIGNED y INSULATED C E L I N G CAVITY DETAIL EXTERIOR INSULATED PERPENDICULAR � / WINDOW AND DOOR USE. D DATE � � /•l�Jl^ /� WALLINTERSECTION DETAIL 4. SET ALL DOOR UNITS IN DOOR PANS WITH SEALANT AS PER INSTALLATION GUIDELINES PROVIDED BY MANUFACTURER. 5. INSTALL INSULATION BAFFLES AT ALL VAULTED CEILINGS AND AT RAFTER BAY ENDS NEAR TOP PLATE TO PROVIDE UNINTERUPTED AIRFLOW TO RIDGE VENT. SHEET# 6. RIDGE VENTS AS INDICATED ARE TO BE SHINGLE VENT AS MANUFACTURED BY "AIR VENT". 7. ATTIC PULL-DOWN STAIR TO BE INSULATED OR HAVE AN INSULATED TENT ENCLOSURE. FOR BIDS 5/24/23 PAC 9 10 FOR H.E.R.S. 4/3/23 PAC " 10 EMAIL: ICE SHIELD In o cgarten.com FROM EAVE'S EDGE TO A POINT AT \ LEAST 24" INSIDE THE EXTERIOR WALL LINE �2 l BEAM SPLICE DRAG TIE ACROSS BEAM SPLICE BY SINGLE PORTAL SYSTEM OF BUILDING (SEE R905.2.7) t � � I I OTHERS SEE PLAN FOR BATT INSULATION R-VALUE \ DOUBLE PORTAL SYSTEM ROOFING AS NOTED 15# BUILDING FELT % % SEE PLAN FOR SIZE ROOF RAFTERS ® 16" O.C. HEADER SIZE SHOULD BE WALL 1�I THICKNESS X 12" MIN. DEPTH HEA.' / LSTA24 STRAP(MIN) •. \ ` THICKNESS DER IZX 1 SHOULD MIN. DEPTH L Z SIMPSON CS20 EACH RAFTER � \ � � � � I I 1 CONNECTOR WITH 4 8D AT BEAM TO POST •V \ (-- � LSTA24 COMMON NAILS \� 18-10d NAILS / 8' MIN. 16 4 MAX I 8 MIN. 16 4 MAX (SEE WFCM TABLE A-3.4 " , „ 1/2" PLYWOOD SHEATHING I� _ I l /�I Q (3)—LTP4 AT SUPPORT POST TO L1J CD CONTINUOUS VENTED SOFFIT STRONG-WALL POST I is z C:) 00 ,. „ \ — 2 x6 DOUBLE TOP PLATE � % _ '� �� LL J l w � I 1 x 6 FASCIA HEADER SUPPORT POST , \ TII = = Y n L0 1/2" ROOF FASTENING ZONES FOR WIND UPL FT , � fill BY OTHERS \ I/fll � ,/ O QO G.W.B. _ _ G PER OWNER / \/ COLUMN BASE / tti •t \ t< <� � U o O � VARRIESV:UILDING FELT OR "TYVEK" HOUSE WRAP \� BY OTHERS - - - � 00 Sti ,, i ¢ PLYWOOD SHEATHING °$$' '$$° w 13 ROOF SHEATHING FASTENING SCHEDULE PANEL ROOF FASTENING ZONE REGION NAILS LOCATION(a) 1 2 3 HIGH WIND 8d PANEL EDGES 6 6 4(b) ( 1 21 SINGLE AND DOUBLE PORTAL ASSEMBLY � / = UPLIFT COMMON PANEL FIELD 6 6 6(b) SCALE: 1" 1'-0" (a). EDGE SPACING ALSO APPLIES OVER ROOF FRAMING 2"x6" WOOD STUDS ® 16" O.C. AT GABLE END WALLS R-19 BATT INSULATION. (b). USE 8d RING SHANK NAILS IN THIS ZONE IF MEAN 0 0 0 0 ° ° o 0 0 ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 SEE AIR SEAL DETAILS FOR ADDITIONAL NOTES AT GABLE END WALLS 0 0 0 0 a 0 VAI O 0 0 0 0 O 0 0 0 O 0 0 0 O CONTINUOUS 2"x6" SILL PLATE ° ° ° ° ° ° O 0 0 0 O ° LTS12-1 ° ° ° 0 3 O O O O O O O O O O O O O O 12-10d NAILS 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LSTA21 ° E 16-10d NAILS 0 0 0 0 0 0 C o 0 0 0 0 0 B 0 0 0 0 GOOF SHINGLE NAILING PATTERN 0 0 1 1 FOR HIGH WIND F 5 6 ° ° ° ° � 1. (6 NAILS PER SHINGLELi 2. (13NAIL ON EACH END 1" IN FROM THE EDGE �— > & (1) ON EACH SIDE OF THE CUTOUT H4 VALL SHEATHING NAILING PATTERN 4-8d 4ry NAIL j SIMPSON STRONG TIE HTT22 & LSTA 21 1. SH:ATHING TO BE INSTALLED WITH 6d NAILS Lli Q Lf) • z LTP4 2. INSTALL PLYWOOD VERTICALLY AT ALL CORNERS U 0')HEILD NAILING & STRAPPING AT 3. SPACE NAILS ® 6" O.C. AT PLYWOOD EDGES Z (W SILL SEALER AND TERMITE S 4. SPACE NAILS ® 12" O.C. VERTICALLY IN PLYWOOD FIELD Lli 5/8" ,STEEL ANCHOR BOLTS EXTERIOR WINDOW/DOOR HEADERS • • o = �- MAX. 3'-0" O.C. BASEMENT (SEE WFCM TABLE 3.28 & 3.2C) NAILING SCHEDULE 'B' •• • • � ~ z a EXTEND BOLTS MIN. 7" INTO FDN , W WITH TIGHTENED NUT & 3" X 3" WASHERS SEE DETAIL #6 NOTATION � 0 ~ TO EACH BOLT ROUGH A B C D E F PAGE D-, :,' }- z z VAPOR BARRIER • f W OPENING 2'-0" 2 (1) 2X4 1 1 1 — 0 Lo 8" POURED CONCRETE TABLE A 3. 6 FOUNDATION WALL ON 10" x 20" 4'-0" 4 (1) 2X4 2 2 2 2 '• •• •: • f U CO O POURED CONCRETE FOOTING ROOF PITCH ROOF SPAN 8D NAILS EA. END 1 1/4"X20 GA FOR 130(MPH) 6'-0" 6 (2) 2X4 OR (1) 2X6 3 3 3 3 CONTINUOUS 2"x4" KEYWAY 80_0" 8 (2) 2X4 OR (1) 2X6 3 3 3 3 3:12 UP 10 12:12 12' - 36' 4 CONTINUOUS POURED CONCRETE FOOTING 10'-0" 10 (2) 2X6 4 4 4 4 13VEADER ANCHORAGE DETAIL 3'-0" BELOW GRADE (MIN) SIMPSON STRONG TIE HTT22 & LSTA 21 12'-0" 12 (2) 2X6 5 5 5 5 � / d d 0 4" 20 GA GALVANIZED STEEL A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS 1 1/ B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) STRAPPING TO ATTACH C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER o ROOF RAFTER TO RIDGE WITH (4) 8D TY�I �WALLSE C TI 0 N D. NUMBER OF 16D NAILS END—NAILED THRU ADJACENT KING STUD TO � COMMON NAILS END OF HEADER AT EACH SIDE C EACH SIDE OF STRAP SCALE SEE WFCM FIGURE 2.2C E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUMED DBL HDRS) F. NUMBER OF 16D NAILS END—NAILED THROUGH ADJACENT JACK STUDS TO (SEE WFCM TABLE A-3.6) END OF SILLS AT EACH SIDE(DOES NOT APPLY TO DOORS) RAFTER TO RIDGE TIE V) 1 =' HD Q INSTALL WASHER --- HERE, TYPICAL STUDS i Use every other nail hole CUT86 II •• , mN in a row to provide the LENGTH w II code—required minimum END 12" MIN. TYP. O z ' II FLOOR center—to—center LENGTH JOIST T82�son Strong—Tie spacing for nails O (n Z I 1 F.• Z LLI ° FLOOR JOISTS BRACING Q 0 SIMPSON CS 20 GALVANIZE[) STEEL STRAPPING WRAPPED `t' °"" 4 SIMPSON STRONG-T1E TB27 (3; 8D COMMON NAILS CLEAR O U UNDER MUD SILL TYPICAL AT EACH STUD. ALL @ E\CH SIDE OF STRAP SPAN STRAPPING TO BEAR A MINIMUM OF 12" ON STUD SURFACE PER W.F.C.M. TABLE A-3.4 THREADED __ NSTALL � '� *� *•,. o,E« _ �.� FASTEN @ EACH END OF STUD W 3 8 D NA ILS AS PER W.F.C.M. TABLE A-3.4 / ROD -- WASHERS ;t.• '� -:;;,._, caw / - HD .:; ma ,ram ASSEMBLY TO FOUNDAT ON 22 Simpson Strong—Tiet° ` STORY TO STORY HD2 Slnpson Strong-Tie END ;:_,, -� �>STHD14RJ Provide minimum 7" LENGTH @jLggRAALL HOLD DOWN ANCHORS RIM Joist Installation g 12" MIN. TYP. I *4� �' end distance I '`- ,� 5 Equal number of F ` ` rr a•' P A C _R. SIMPSON STRONG—TIE HD specified nails impson Strong—Tie -� } @_C ORNER H O L D DOWN A NC H O R S in each end CS Coiled Strap No. 1 1438 SIMPSON DATE STUD TO STUD CONNECTION 11 /9/22 SIMPSON STRONG—TIE CS SHEET# 0 FOR BIDS 5/24/23 PAC 10 10 FOR H.E.R.S. 4/3/23 PAC 10 i ___ - 6('1,d � -�_ � - CLIMATIC 8c GEOGRAPHIC DESIGN CRITERIA: I ' EMAIL: GENERAL NOTES: �' a info@cgorten.com WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD MEAN GROUND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD IR FREEZIN ANNUAL CLIMATE 1. ALL WORK IS TO CONFORM TO THE RULES AND REGULATI OF TH LOCAL UILDING DEPARTMENT AND THE 2020 SNOW LOAD MPH EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARDS INDEX TEMP ZONE RESIDENTIAL CODE OF NEW YORK STATE. " NEW 2-STORY RESIDENCE MODERATE 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATE OF OCCUPANCY, INSPECTION PROJECT. 20 P.S.F. 140 NO NO YES B SEVERE M. TO HEAVY YES N/A 510 51' 4A APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. MANUAL J DESIGN CRITERIA NAME: C O DY RESIDENCE WINTER SUMMER INDOOR DESIGN HEATING 3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE CONTRACTOR FROM EXECUTION ELEVATION LATITUDE HEATING COOLING ALTITUDE CORRECTION FACTOR DAMP TEMPERATURE COOLING TEMPERATURE DIFFERENCE OF ALL WORK IN ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. ADDRESS: 655 NORTH SEA DRIVE 25.0 FT. 41' N 15' F 86' F 1.00 70' F 75' F 55' F 4. ALL PLUMBING WORK TO BE INSTALLED IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES. WIND WIND 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, COOLING VELOCITY VELOCITY COINCIDENT WET DAILY RANGE WINTER SUMMER COMPLETED OPERATIONS, ETC. ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME TEMPERATURE DIFFERENCE HEATING COOLING BULB HUMIDITY HUMIDITY PRIOR TO COMMENCING MATH WORK. ORIENT, N .Y. 1195 11 FF 15 MPH 17.5 MPH 72' F iMEDIUM (M) 40% 1 32 GR ® 50% RH I6. U.L APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC 0 2: [-- INTERCONNECTED IONIZATION TYPE AND SHALL BE w (- INTERCONNECTED & HARDWIRED WITH BATTERY BACK-UP. INSTALLED IN ACCORDANCE W/ SEC. R 314. OF THE RESIDENTIAL CODE OF N.Y.S. 020 EDITION OF THE RESIDENTIAL R308.4.5 GLAZING AND WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR [NY] R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS R408.1 VENTILATION. THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE R608.9.1.1 ANCHOR BOLTS. ANCHOR BOLTS USED TO CONNECT 7. STORM WATER FROM N.Y. To BE DISPOSED U 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2 OSED OF IN A PROPER MANNER AS REQUIRED BY THE COUNTY HEALTH � n STATE. FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY LIGHT-FRAMED FLOOR, CEILING AND ROOF SYSTEMS TO DEPARTMENT, LOCAL BUILDING DEPARTMENT AND ALL OTHER AGENCIES HAVING JURISDICTION. I\ CODE OF NEW YORK ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE WITH SECTION R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A A BASEMENT SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS CONCRETE WALLS IN ACCORDANCE WITH FIGURES R608.9(1) THROUGH Q L1__I 8. THE CONTRACTOR SHALL MAINTAIN THE EXISTING EXITS, CORRIDORS, AISLES, AND DOORS FREE OF OBSTRUCTIONS CD rr�� 1A. THE DESIGN LOAD CALCULATIONS ARE TAKEN FROM "MINIMUM DESIGN LOADS THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE R608.9(12) SHALL HAVE HEADS, OR SHALL BE RODS WITH THREADS ON AT ALL TIMES. V 0 FOR BUILDINGS AND OTHER STRUCTURES BY THE AMERICAN SOCIETY OF CIVIL MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE IN THE INDIVIDUAL DWELLING UNIT. [NY] R314.4.1 HEAT DETECTION NOT LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 BOTH ENDS WITH A HEX OR SQUARE NUT ON THE END EMBEDDED IN �_ [t �. rn ENGINEERS" AND ARE AS FOLLOVJ'S: CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING INTERCONNECTION. HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR CONCRETE. BOLTS AND THREADED RODS SHALL COMPLY WITH 9. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. � n z LIn M2) OF UNDER-FLOOR SPACE AREA, R408.2 OPENINGS FOR UNDER-FLOOR SECTION R608.5.2.2 � P= AND EACH PANE IN MULTIPLE GLAZING. SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT. VENTILATION. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT 10. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE RESIDENTIAL CODE OF I_I I - LLJ [r I N.Y.S. & SHALL ALSO CONFORM WITH GENERALLY ACCEPTED STANDARDS WITH RESPECT TO STRENGTH, DURABILITY, L O d FIRST FLOOR 40 LBS. LL., + 10 LBS. DL. = 50 LBS S.F. TOTAL LOAD EXCEPTION: R314.5 COMBINATION ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 M2) OF R608.9.2 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED CORROSION RESISTANCE, FIRE RESISTANCE, ENERGY CONSERVATION, AND OTHER QUALITIES RECOGNIZED UNDER = SECOND FLOOR 30 LBS. LL., + 10 LBS. DL. = 40 LBS / S.F. TOTAL LOAD GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. UNDER-FLOOR AREA. FLOOR SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS AND THOSE STANDARDS. = � _ � R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER LIGHT-FRAMED FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH ONE OF 11. DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH Q ~ ^ ATTIC UNINHABLE 20 LBS. LL., + 10 LBS. DL. = 30 LBS S.F. TOTAL LOAD CH ARE AT VARIANCE WITH THE 0 < � ( ) STRAIGHT LINE, FROM THE WATERS EDGE OF A BATHTUB, HOT TUB, SPA, FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL ROOF 45 LBS. LL., + 20 LBS. DL. - 65 LBS / S.F. TOTAL LOAD WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR R408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. THE FOLLOWING: LAW ORDINANCES, RULES OR REGULATIONS, BEARING ON THE CONDUCT OF THE WORK SHALL BE REPORTED U O n FOR FLOOR SYSTEMS OF WOOD-FRAMED CONSTRUCTION, THE PROVISIONS I- 0 Z c0 PROMPTLY TO THE ARCHITECT. STEAM ROOM. SOURCE AND, WHERE PRIMARY POWER IS IN ACCESS OPENINGS THROUGH THE FLOOR SHALL BE NOT SMALLER THAN 18 INCHES �.. _ R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM FROM A BATTERY. BY 24 INCHES 457 MM BY 610 MM . OF SECTION R608.9.1 AND THE PRESCRIPTIVE DETAILS OF FIGURES 12. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING APPROVALS FOR THEIR WORK WHICH � 00 F- CHAPTER 3-BUILDING PLANNING EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF ( ) R301.1 APPLICATION. BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF [NZ] R315.1 GENERAL. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN R608.9(1) THROUGH R608.9(4). MAY BE REQUIRED. cl� CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. CHAPTER 5 - FLOORS w R608.9.3 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED � As REQUIRED FOR THE PROPER EXECUTION OQUTHEIR WORKOLS, FENCES, TRANSPORTATION'S, SAFEGUARDS, ETC., = Q CEILING AND ROOF SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS U LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOODBASED PRODUCTS R502.1.1.1 PRESERVATIVE-TREATED LUMBER. PRESERVATIVE TREATED DIMENSION LUMBER SHALL BE AND LIGHT-FRAMED CEILING AND ROOF SYSTEMS SHALL BE IN 14. ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT IN WRITING FOR LOADS AS PRESCRIBED BY THIS CODE. R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF IDENTIFIED AS FEQUIRED BY SECTION R317.2. APPROVAL. ACCORDANCE WITH THE FOLLOWING: FOR CEILING AND ROOF SYSTEMS OF R502.1.1.2 END-JOINTED LUMBER. APPROVED ENDJOINTED LUMBER IDENTIFIED BY A GRADE MARK WOOD-FRAMED CONSTRUCTION, THE PROVISIONS OF SECTION R608.9.1 15. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING TH R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA. BUILDINGS AND PORTIONS OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN CONFORMING TC SECTION R502.1.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH E CONSTRUCTED IN ACCORDANCE WITH THE WIND PROVISIONS OF AND THE PRESCRIPTIVE DETAILS OF FIGURES R608.9 9 AND R608.9(10). CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY THEREOF SHALL BE ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING ACCORDANCE WITH AWPA U1. SOLID-SAWN MEMBERS OF THE SAME SPECIES AND GRADE. END-JOINTED LUMBER USED IN AN ( > AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING FOR ADEQUATE AND THIS CODE USING THE ULTIMATE DESIGN WIND SPEED IN TABLE R301.2(1) AS SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RES-CUE 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHERE ASSEMBLY REQUIRED ESSSTA ERE IN HIS CODE TO HAVE A FIRE ITS FIRE-REDE SISTANCE LNG SHALL HAVE THE WELL PROPER BRACING, RACII SAFETY RAILINGS CONSTRUCTION AND SECURE FOOTINGS FOR ALL TEMPORARY SCAFFOLDING, STAIRS, ETC., AS DETERMINED FROM FIGURE R301.2(5)A. OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHERE CLOSER THAN 12 DESIGNATION ESIG A ON 'H[ T-RED WOOD I-JOISTS. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR CHAPTER 7 WALL COVERING R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN OPENS TO A PUBLIC WAY. INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED PREFABRICATED WOOD I-JOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM 16. THE ARCHITECT SHALL C. NOTIFIED NOT INDICCAA ANY UNFORESEEN SUBGRADE, PHYSICAL CONDITION DISCOVERED AS WELL EASEMENTS,AS ANY WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. D5055. R702.1 GENERAL. INTERIOR COVERINGS OR WALL FINISHES SHALL BE ADDRESSEDANDRESOLVEDTED ON THE SURVEY OR PLAN. NO WORK SHALL PROCEED UNTIL SAME IS GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. WINDOW 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR R502.1.3 STRUIC1URAL GLUED LAMINATED TIMBERS. GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), REQUIREMENTS OF THE LARGE MISSILE TST OF ASTM E 1996 AND ASTM E 1886 AS OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. AND IDENTIFIED As REQUIRED IN ANSI A1sa.1, ANSI 117 AND ASTM D3737. Q 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IN WRITING. SHOULD THE CONTRACTOR CAPE AND RESCUE MODIFIED IN SECTION 301.2.1.2.1, GARAGE DOOR GLAZED OPENING PROTECTION FOR FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ES 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT R502.3.3 FLOOR CANTILEVERS. FLOOR CANTILEVER SPANS SHALL NOT EXCEED THE R702.3.1 MATERIALS. GYPSUM BOARD AND GYPSUM PANEL PRODUCT FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, THE (CONTRACTOR SHALL ASSUME ALL CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN NOMINAL DEPTH OF THE WOOD FLOOR JOIST. MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C22, C475, RESPONSIBILITY AND LIABILITY ARISING THEREFROM. WINDBORNE DEBRIS SHALL MEET 'THE REQUIREMENTS OF AN APPROVED OPENING. CP IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. IMPERVIOUS MOISTURE BARRIER. C514, C1002, C1047, C1177, C1178, C1278, C1396, C1658 OR C1766 AND 18. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS R502.8 CUTTING DRILLING AND NOTCHING STRUCTURAL FLOOR MEMBERS SHALL SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SIZED, CONSTRUCTED TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY , . R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 R318.1 SUBTERRANEAN TERMITE CONTROL METHODS. IN AREAS SUBJECT TO SECTION. OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN R702.3.1.1 ADHESIVES. EXPANDABLE FOAM ADHESIVES FOR THE 19. IT IS NOT THE INTENT OF THE SPECIFICATIONS TO PROVIDE FOR SUBSTITUTION OF MATERIALS BY SPECIFIC BRAND R302.5.1 OPENING PROTECTION. OPENINGS BETWEEN THE GARAGE M2), DAMAGE FROM TERMITES AS INDICATED BY TABLE R301.2(1), PROTECTION SHALL BE FIGURE R5028. INSTALLATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL WHETHER EQUAL OR UNLESS SPECIFICALLY CALLED OUT. WHERE MATERIALS ARE NOT SPECIFIED CONTRACTORS AND THE RESIDENCE SHALL_ BE EQUIPPED WITH SOLID WOOD DOORS BY ONE, OR A COMBINATION, OF R502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED ARE TO PROVIDE SAMPLES FOR APPROVAL NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY THE FOLLOWING METHODS: WITH HEADER AND TRIMMER JOISTS. CONFORM TO ASTM C6464. HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK, ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 1. CHEMICAL TERMITICIDE TREATMENT IN ACCORDANCE WITH SECTION R318.2. 20. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF IN A LEGAL OR 20 MINUTE FIRE-RATES) DOORS, EQUIPPED WITH A SELF- 44 INCHES ABOVE THE FLOOR; WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL 2. TERMITE-BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LABEL R506.1 GENERAL. CONCRETE SLAB-ON-GROUND FLOORS SHALL BE DESIGNED AND R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. CLOSING DEVICE. BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. 3. PRESSURE-PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH THE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION OR ACI ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, 21. AT THE COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE W WELL SHALL BE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE RE OF E WINDOW I OF SECTION R317.1. R310.2.3 WINDOW WELLS. THE HORIZONTAL AREA THE PROVISIONS 332. FLOORS SHALL BE A MINIMUM 3-1/2 INCHES (89 MM) THICK (FOR EXPANSIVE A118.1, A118.3, A136.1 AND A137.1. R702.4.2 BACKER BOARDS. OWNER PRIOR To RELEASE of FINAL PAYMENT. R302.6 DWELLING-GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED NOT LESS THAN 9 SQUARE FEET, WITH A HORIZONTAL PROJECTION AND WIDTH OF 4. NATURALLY DURABLE TERMITE-RESISTANT WOOD. SOILS, SEE SECTION R403.1.8). MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH NOT LESS THAN 36 INCHES. THE AREA OF THE WINDOW WELL SHALL ALLOW THE5. PHYSICAL BARRIERS IN ACCORDANCE WITH SECTION R318.3 AND USED IN AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS 22. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTING STRUCTURE DURING THE ENTIRE CONSTRUCTION AND ALTERATIONS TO THE EXISTING STRUCTURE AND SHALL TAKE ADEQUATE PRECAUTIONS TO SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. LOCATIONS AS SPECIFIED IN SECTION R317.1. R507.2 MATERIALS. MATERIALS USED FOR THE CONSTRUCTION OF DECKS SHALL COMPLY WITH LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE PREVENT DAMAGE TO THE EXISTING STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD OCCUR TO THE EXISTING R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY 6. COLD-FORMED STEEL FRAMINg in accordance with Sections R505.2.1 and R603.2.1. MANUFACTURERS RECOMMENDATIONS. STRUCTURE AS A RESULT OF THE NEW WORK, THE DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT R310.4 BARS, GRILLES, COVERS AND SCREENS. BARS, GRILLES, COVERS, SCREENS THIS SECTION'. ARCHITECT AND OWNER, AT THE SOLE EXPENSE OF THE CONTRACTOR. R507.2.1 WOOD MATERIALS. WOOD MATERIALS SHALL BE NO. 2 GRADE OR BETTER R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR RETARDERS ARE 23. INSTALL OUTLETS AS PER LOCAL / STATE CODES. IN GENERAL, OUTLETS SHALL BE PLACED 12'-0" O.C. ALONG WALL. OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND CHAPTER 4 - FOUNDATIONS LUMBER, PRESERVATIVE-TREATED IN ACCORDANCE WITH SECTION R317, OR REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, WALL SPACES AND NOT MORE MORE THAN 6'-0" FROM THE CORNER OF A WALL OPENING. IN ADDITION, ANY RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS THAT SERVE SUCH APPROVED, NATURALLY DURABLE LUMBER, AND TERMITE PROTECTED WHERE 6, 7, 8 AND MARINE 4. ISOLATED WALL THAT Is 2'-0" IN LENGTH OR LONGER WITH THE EXCEPTION OF HALLWAYS, BATHROOMS, ENDS OF R302.7 UNDER-STAIR PROTECTION. ENCLOSED SPACE UNDER STAIRS THAT IS OPENINGS, PROVIDED THAT THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH 1. ALL FOUNDATIONS TO CONFORM WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 4, SED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER-STAIR SECTIONS R310.1.1 TO R310.2.3, AND SUCH DEVICES SHALL BE RELEASABLE OR FOUNDATIONS, U.O.N. REQUIRED IN ACCORDANCE WITH SECTION R318. WHERE DESIGN IN ACCORDANCE KITCHEN ISLANDS / PENINSULAS AND LAUNDRY ROOMS WILL RECEIVE AN OUTLET. ACCES 2. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBEDSOIL WITH A MINIMUM BEARING CAPACITY WITH SECTION R301 IS PROVIDED, WOOD STRUCTURAL MEMBERS SHALL BE DESIGNED R703.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A 24. ELECTRICAL - ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR THE NORMAL OF TWO TONS PER SQUARE FOOT AND SHALL EXTEND 3'-0" MIN. BELOW FINISHED GRADE. EXTERIOR WALL USING THE 'WET SERVICE FACTOR DEFINED IN AWC NDS. WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EX ELECTRIC CODE (N.E.C.) AND THE RULES AND REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL ELECTRICAL(12.7 MM) GYPSUM BOARD. 3. FILL MATERIAL TO BE ACCEPTABLESAND, GRAVEL ORCOMBINATION OF BOTH WHICH MAY ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. WORK SHALL BE UNDERWRITER APPROVED AND INSPECTED. SUBMIT WRITTEN CERTIFICATE TO OWNER. OPERATION OF THE ESCAPE AND RESCUE OPENING, CONTAIN SMALL AMOUNTS OF OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION. BUT R507.2.2 PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, GUARDS, OR R703.3.1 SOFFIT INSTALLATION. SOFFITS SHALL COMPLY WI 25. ALL ELECTRICAL WORK IS TO COMPLY WITH ALL CODES AND AN UNDERWRITERS INSPECTION AND CERTIFICATE MUST NONE OVER TWO INCHES, BUT DOES NOT CONTAIN CLAY, LOAM, ORGANIC MATERIAL, DEBRIS AND R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND HANDRAILS. PLASTIC COMPOSITE EXTERIOR DECK BOARDS, STAIR TREADS, GUARDS WITH SECTION BE OBTAINED AFTER COMPLETION. CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDICES FOR WALL AND ROOM DWELLING ADDITIONS. WHERE DWELLING ADDITIONS CONTAIN SLEEPING FROZEN MATERIAL AND HANDRAILS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM D7032 AND ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN 4. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF ASTMD1557, R703.3.1.1, SECTION R703.3.1.2 OR THE MANUFACTURER'S INSTALLATION CEILING FINISHES SHALL BE IN ACCORDANCE W1TN SECTFONS R302.9.1 THROUGH R302.9.4. EACH NEW SLEEPING ROOM. WHERE DWELLING ADDITIONS HAVE BASEMENTS, AN METHOD C, COMPACT UNDER SLABS, FOUNDATIONS, AND FOOTINGS AT ONE HUNDRED PERCENT OF THIS SECTION, INSTRUCTIONS. s� 26. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW MAXIMUM DENSITY. COMPACT BACKFILL AT WALLS, EMBANKMENTS, AND UNDER PAVED AREAS AT NINETY R507.3.2 MIINMUM DEPTH. DECK FOOTINGS SHALL EXTEND BELOW THE FROST LINE R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. BASEMENT. PERCENT OF MAXIMUM DENSITY. SPECIFIED IN TABLE R301.2(1) IN ACCORDANCE WITH SECTION R403.1.4.1. BE R703.4 FLASHING. APPROVED CORROSION-RESISTANT FLASHING 'SHALL FLAME SPREAD AND SMOKE-DENT=LOPED INDEX FOR INSULATION SHALL BE IN EXCEPTIONS: CONTINUOUS FOUNDATIONS SHALL5.R403.1.6 FOUNDATION BEE. ANCHORED TO THE FOUNDATIONOD SILL PLATES AND WOOD AIN ACCORDANCLLS E WITHTHIS RECTLY ON WATER INTO THLIED IE WALL CAVITY IN PENETRATION OF WATER EVENT ETO THE DESIGN CRITERIA: ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. .R5075 DECK BEAMS. MAXIMUM ALLOWABLE SPANS FOR WOOD DECK BEAMS, AS 1. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW SECTION. BUILDING STRUCTURAL FRAMING COMPONENTS. APPROVED AS PER 2020 N.Y.S.R.C. TABLE R-301.5 BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE AND SHOWN IN FI;URE R507.5, SHALL BE IN ACCORDANCE WITH TABLE R507.5. BEAM LI R302.11 FIREBLOCKING. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED 6. R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A CORROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT THE � RESCUE OPENING. 4 STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION PLIES SHALLBE FASTENED WITH TWO ROWS OF 10D (3-INCH o LIVE LOADS:f 0.128-INCH) FOLLOWING LOCATIONS: _ CONSTRUCTION IN THE FOLLOWING LOCATIONS: THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO NAILS MINIMUM AT 16 INCHES 406 MM ON CENTER ALONG EACH EDGE. BEAMS EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW MIN. UNIFORMLY DISTRIBUTED LIVE LOADS 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED 2• AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE ( ) ( ) 0� SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING IN AN SHALL FALL NOT FEWER THAN 6 INCHES(152 MM)WITHIN THE FIRST to FEET(3O4e MM). SHALL BE PIRMITTED TO CANTILEVER AT EACH END UP TO ONE-FOURTH OF THE AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. 7.ALL FOOTINGS AND FOUNDATION TO BE REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH SECTION ALLOWABLE 6EAM SPAN. WALL FINISH OR TO THE WATER BARRIER COMPLYING .WITH 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). R403/F00TINGS AND SECTION R404/FOUNDAnoN WALLS SECTION 703.2 FOR SUBSEQUENTT RESISTIVE DRAINAGE. 1. EXTERIOR BALCONIES = 60 P.S.F. I� 2. DECKS = 40 P.S.F. Li < Ln B. R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOANG. R507.9.1.1 LEDGER DETAILS. DECK LEDGERS SHALL BE A MINIMUM 3. ATTICS WITHOUT STORAGE - 10 P.S.F. 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS R311.1 THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, CHAPTER 8 ROOP-CEILING CONSTRUCTION LLJ � PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE , ;FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES 2-INCH BY 8-INCH (51 MM BY 203 MM) NOMINAL, 4. ATTICS WITH STORAGE - 20 P.S.F. z (n OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. PRESSURE-PRESERVATIVE-TREATED SOUTHERN PINE, INCISED 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. DWELLING TO THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER - R802.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A 5. SLEEPING ROOMS = 30 P.S.F. Lv ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION F302.7. PRESSURE-PRESERVATIVE-TREATED HEM FIR, OR APPROVED, 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND BOOR GARAGE. THE REQUIRED EGRESS DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE Y GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION 6. ROOMS OTHER THAN SLEEPING ROOMS = 40 P.S.F. LEVEL, WI1H AN APPROVED MATERIAL TI RESIST THE FREE PASSAGE E FLAME AND PRODUCTS OF OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS NATURALLY DURABLE, NO. 2 GRADE OR BETTER LUMBER. AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION 7. STAIRS - 40 P.S.F. SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT BODY THAT COMPLIES WITH DOC PS 20. 1 8. GUARDRAILS AND HANDRAILS = 200 P.S.F. � I- Z COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE PARCING APPLIED TO THE EXTERIOR OF THE WALL. R507.9.1.2 BIND JOIST DETAILS. BAND JOISTS SUPPORTING A LEDGER SHALL BE A w � ASTM E136 REQUIREMENTS. R311.2 EGRESS DOOR. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED MINIMUM 2-NCH-NOMINAL (51 MM), SOLID-SAWN, SPRUCE-PINE-FIR OR BETTER R802.3 RIDGE. A RIDGE BOARD USED TO CONNECT OPPOSING RAFTERS I ry O 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL R401.4.1 GEOTECHNICAL EVALUATION. IN LIEU OF A COMPLETE 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES 813 MM WHERE LUMBER OR 1 MINIMUM 1-INCH BY 91/2-INCH (25 MM DE 241 MM) DIMENSIONAL SHALL BE NOT LESS THAN 1 INCH (25 MM) NOMINAL THICKNESS AND DEAD LOADS: DWELLING UNIT SEPARATION. ( ) BE ASSUMED. (CAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL DOUGLAS FIR OR BETTER, LAMINATED VENEER LUMBER. NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. > z Z MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR BE ASSUMED. LLJ OPEN 90 DEGREES 1.57 RAD . THE CLEAR HEIGHT OF THE DOOR OPENING SHALL R402.2 CONCRETE. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 1. TYP. ASPHALT ROOF SHINGLE = 15 P.S.F. 0 LL0 - R302.13 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THAT ARE NOT ( ) R802.4.3 HIPS AND VALLEYS. HIP AND VALLEY RAFTERS SHALL BE NOT REQUIRED ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED, SHALL BE BE NOT LESS THAN 78 INCHES 1981 MM IN HEIGHT MEASURED FROM THE TOP OF STRENGTH OF F SC, AS SHOWN IN TABLE R402.2. CONCRETE SUBJECT TO CHAPTER 6- WALL CONSTRUCTION ( ) LESS THAN 2 INCHES (51 MM) NOMINAL IN THICKNESS AND NOT LESS IN 1A. TYF'• WOOD SHINGLE ROOF = 15 P.S.F. PROVIDED WITH A 1/2-INCH (12.7 MM) GYPSUM WALLBOARD MEMBRANE, 5/8-INCH THE THRESHOLD TO THE BOTTOM OF THE STOP. MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1) SHALL BE [NY] R602.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A DEPTH THAN THE CUT END OF THE RAFTER. 2• TYP. HARDWOOD FLOOR - 14 P.S.F. W/ 1/2' GYP. BD. = 16 P.S.F. U (_0 0 (16 MM) WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2. THE MAXIMUM WEIGHT OF FLY ASH, GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION 3. TYP. TILE FLOOR = 33 P.S.F. W/ 1/2" GYP. BD. = 35 P.S.F. OF THE FLOOR FRAMING MEMBER. R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OTHER POZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION R802.4.6 COLLAR TIES. WHERE COLLAR TIES ARE USED TO CONNECT 4. TYP. CEILING = 12 P.S.F. EXCEPTION - WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, BODY THAT COMPLIES WITH DOC PS 20. OPPOSING RAFTERS, THEY SHALL BE LOCATED IN THE UPPER THIRD OF 5. TYP. EXT. BALCONY = 17 P.S.F. SHALL BE NOT LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL THE ATTIC SPACE AND FASTENED IN ACCORDANCE WITH TABLE 6. TYP. DECK = 11 P.S.F. COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH (50.8 MM OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS R602.1.3 SRUCTURAL GLUED-LAMINATED TIMBERS. GLUED-LAMINATED R602.3(1). 7. TYP. INTERIOR WALL = 10 P.S.F. BY 254 MM) NOMINAL DIMENSION, OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. [NY] R802.5 CEILING JOISTS. CEILING JOISTS SHALL BE CONTINUOUS ACROSS R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDINGS OR MATERIALS SPECIFIED IN SECTION 19.3.3.4 OF ACI 318. MATERIALS USED TO TIMBERS STALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN 8. TYP. EXTERIOR WALL = 15 P.S.F. FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 11/2 PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE ANSI A1901., ANSI 117 AND ASTM D3737. R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. STANDARDS LISTED IN CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332. THE STRUCTURE SECURELY JOINED WHERE THEY MEET OVER INTERIOR R602.1.6 CROSS-LAMINATED TIMBER. CROSS-LAMINATED TIMBER SHALL PARTITIONS IN ACCORDANCE WITH TABLE R802.5.2. AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. THE BE MANUFACTURED AND IDENTIFIED AS REQUIRED BY ANSI/APA PRG ALLOWABLE DEFLECTION OF OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE R311.3.2 FLOOR ELEVATIONS AT OTHER EXTERIOR DOORS. DOORS OTHER THAN THE R404.1.1(ON 320 R802.8.1 BRIDGING. RAFTERS AND CEILING JOISTS HAVING A STRUCTURAL MEMBERS FLOOR AREA BEING VENTILATED. REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT 1. ALL CONCRETE WORK SHALL CONFORM TO IRC SECTION R404 AND APPLICABLE DEPTH-TO-THICKNESS RATIO EXCEEDING 6 TO 1 BASED ON NOMINAL RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE(ACI). DIMENSIONS SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, AS PER 2020 N.Y.S.R.C. TABLE R-301.7 EXCEPTIONS: MORE THAN 73/4 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD. R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF WOOD-FRAME DIAGONAL BRIDGING WOOD OR METAL) OR A CONTINUOUS 1-INCH BY 2. ALL CONCRETE SHALL BE STONE CONCRETE (3/4' COARSE AGGREGATE) HAVING A MINIMUM STRUCTURAL MEMBER ALLOWABLE 1. THE GLAZED AREA NEEDNOT BE OPENABLE WHERE THE OPENING IS NOT � CONSTRUGTON SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE ( STRENGTH OF 3000 PSI AT 28 DAYS. 3-INCH 25 MM BY 76 MM WOOD STRIP NAILED ACROSS THE RAFTERS DEFLECTION REQUIRED BY SECTION R310 AND AWHOLE-HOUSE MECHANICAL VENTILATION R311.6 HALLWAYS. THE WIDTH OF A HALLWAY SHALL BE NOT LESS 3. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 615 FOR GRADE 60, BE WITH THE PROVISIONS OF THIS CHAPTER AND FIGURES R602.3(1) AND ( ) L/180 SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION M1507. THAN 3 FEET (914 MM). CONTINUOUS AND HAVE MINIMUM LAPS OF 40 DIAMETERS. R602.3(2), OR IN ACCORDANCE WITH AWC NDS. COMPONENTS OF OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET (2438 MM). RAFTERS HAVING SLOPES GREATER THAN 2. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 R311.7 STAIRWAYS. EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE WITH TABLES 3/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING ( ) 4. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185, FLAT R602.3 1 THROUGH R602.3(4). WALL SHEATHING SHALL BE FASTENED CONSTRUCTION ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES 914 MM IN SHEETS ONLY DIRECTLY'TO FRAMING MEMBERS AND, WHERE PLACED ON THE EXTERIOR CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS INTERIOR WALLS AND PARTITIONS H/180 AN AVERAGE ILLUMINATION OF 6 FOOTCANDLESOVER THE AREA OF THE ROOM AT A CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW SIDE OF AN EXTERIOR WALL, SHALL BE CAPABLE OF RESISTING THE WIND THAT HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR GREATER FLOORS AND PLASTERED CEILINGS L/360 HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND R403.1.5 SLOPE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM PRESSURES LISTED IN TABLE R301.2(2)111 ADJUSTED FOR HEIGHT AND OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8 M2). ALL OTHER STRUCTURAL MEMBERS L/240 BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL EXTERIOR WALLS WITH PLASTER OR STUCCO L/360 R303.3 BATHROOMS. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER LESS THAN 311 2 INCHES 787 MM WHERE A HANDRAIL IS INSTALLED ON ONE EXPOSURE USING TABLE R301.2(3) AND SHALL CONFORM TO THE FINISH / ( ) IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). FOOTINGS SHALL BE STEPPED SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE REQUIREMENTS OF TABLE R602.3(3). WALL SHEATHING USED ONLY FOR EXTERIOR WALLS - WIND LOADS WITH BRITTLE L/240 OF NOT LESS THAN 3 SQUARE FEET (0.3 M2), ONE HALF OF WHICH SHALL BE FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL EXTERIOR NALL COVERING PURPOSES SHALL COMPLY WITH SECTION FINISHES OPENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE R314.1 GENERAL. SMOKE ALARMS SHALL COMPLY WITH'NFPA 72 AND SECTION R314. R703. ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCOR- DANCE WITH UL EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE L/12o FINISHES R602.3.1 SCUD SIZE, HEIGHT AND SPACING. THE SIZE, HEIGHT AND LOCAL EXHAUST RATES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND WOOD WALLS SPACING CF STUDS SHALL BE IN ACCORDANCE WITH TABLE R602.3(5). 6" LLJ M1505. EXHAUST AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. ACCORDANCE WITH UL 217 AND UL 2034. SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE DIAMETER LLJ Ld [NY] R314.2.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE PROVIDED IN FOUNDATION IN ACCORDANCE WITH THIS SECTION. WOOD SOLE PLATES AT ALL R602.3.2 70P PLATE. WOOD STUD WALLS SHALL BE CAPPED WITH A = Z [NY] R303.7 INTERIOR STAIRWAY ILLUMINATION. INTERIOR STAIRWAYS SHALL BE DWELLING UNITS. HEAT DETECTION SHALL BE PROVIDED IN NEW ATTACHED GARAGES. EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL DOUBLE TCP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS (p O PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND [NY] R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. EXISTING DWELLINGS PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES AND INTERSECTIONS WITH BEARING PARTITIONS. _00Z TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND UNDERGOING REPAIR ALTERATION CHANGE OF OCCUPANCY ADDITION OR SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER (12.7 Z L� w LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11 LUX) AS MEASURED RELOCATION SHALL 8E PROVIDED WITH SMOKE ALARMS AS REQUIRED BY APPENDIX J. R602.7.5 SUPPORTS FOR HEADERS. HEADERS SHALL BE SUPPORTED ON REFLECTIVE "V" - TYPE 5 � -J .-I MM) ANCHOR BOLTS SPACED NOT GREATER THAN 6 FEET (1829 MM) ON CENTER WHITE CONSTRUCTION Q AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT NY R314.2.3 ATTACHED GARAGES. HEAT DETECTION RATED FOR THE AMBIENT EACH END WITH ONE OR MORE JACK STUDS OR WITH APPROVED CLASSIFICATION Q U EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX [ ] EQUIVALENT APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE FRAMING (ANCHORS IN ACCORDANCE WITH TABLE R602.7(1) OR o H-- U) OUTDOOR TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES THAT ARE EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER (12.7 MM) ANCHOR BOLTS. BOLTS R602.7 2 REFLECTIVE OR MORE RISERS. ( )• "FR" - FLOOR AND ROOF EXCEPTIONS: ATTACHED TO OR LOCATED WITHIN NEW AND EXISTING DWELLINGS. HEAT DETECTION RED ' FRAMING MEMBERS P SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WI1H THE SHALL EXTEND NOT LESS THAN 7 INCHES (178 MM) INTO CONCRETE OR GROUTED R606.2.1 CONCRETE MASONRY UNITS. CONCRETE MASONRY UNITS SHALL PANTONE #187 !L E� �- C � 1. A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CELLS OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE CONFORM TO THE FOLLOWING STANDARDS: ASTM C55 FOR CONCRETE '\ oP MANUFACTURER'S INSTRUCTIONS. MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE BRICK; ASTM C73 FOR CALCIUM SILICATE FACE BRICK; ASTM C90 FOR �� .Cl -1 F� CONTROL OF LIGHTING IS PROVIDED. EXCEPTION: HEAT DETECTION SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER. C� Q FZ 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO BOLTS LOAD-BEARING CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACED 1/2" � _ `" v ' � 2 2- 2 7 POWER IN ACCORDANCE WITH SECTION E3401.2.1. R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305 CONCRETE AND CALCIUM SILICATE MASONRY UNITS; OR ASTM C1634 FOR _40»lw -►»-- .. . r 1. IN EACH SLEEPING ROOM. MM) OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE CONCRETE FACING BRICK. STROKE . " 1,� :� 2 OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. TRUSS SIGN DETAIL: - R304.1 MINIMUM AREA. HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF NOT SECTION. 1 r _� 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND R608.1 GENERAL. EXTERIOR CONCRETE WALLS SHALL BE DESIGNED AND REQUIRED AS PER 19NYCRR PART 1265.4. SIGN IS TO BE LOCATED AT LESS THAN 70 SQUARE FEET (6.5 M2). HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION EXTERIOR BUILDING ENTRANCE DOORS ATTACHED TO THE DOOR, OR ATTACHED SI No 18488 AC P A C EXCEPTION: KITCHENS. R404.1.3 CONCRETE FOUNDATION WALLS. CONCRETE FOUNDATION WALLS THAT TO A SIDELIGHT OR THE FACE OF THE BUILDING, NOT MORE THAN 12 INCHES ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN OR IN ACCORDANCE WITH THE PROVISIONS OF PCA 100 OR ACI 318. R304.2 MINIMUM DIMENSIONS. HABITABLE ROOMS SHALL BE NOT LESS THAN 7 FEET INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED SUPPORT LIGHT-FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED IN HORIZONTALLY FROM THE LATCH SIDE OF THE DOOR JAMB, AND NOT LESS THAN F OF NEB ACCORDANCE WITH THE PROVISIONS OF THIS SECTION, ACI 318, ACI 332 OR PCA 42 INCHES NOR MORE THAN 60 INCHES ABOVE THE ADJOINING WALKING (2134 MM) IN ANY HORIZONTAL DIMENSION ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED R608.5.1 CONCRETE AND MATERIALS FOR CONCRETE. MATERIALS USED IN SURFACE. WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, IT F!/,� ] fn� DATE EXCEPTION: KITCHENS. THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 100. CONCRETE FOUNDATION WALLS THAT SUPPORT ABOVE-GRADE CONCRETE CONCRETE„ AND THE CONCRETE ITSELF, SHALL CONFORM TO MAY BE A PERMANENT NON-FADING STICKER OR DECAL SIGNS NOT DIRECTLY WALLS THAT ARE WITHIN THE APPLICABILITY LIMITS OF SECTION R608.2 SHALL BE REQUIREMENTS OF THIS SECTION, PCA 100 OR ACI 318. APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY, NON-FADING, R304.3 HEIGHT EFFECT ON ROOM AREA. PORTIONS OF A ROOM WITH A SLOPING 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY TRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS WEATHER RESISTANT MATERIAL. 11 /v /22 CEILING MEASURING LESS THAN 5FEET (1524 MM) OR A FURRED CEILING FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR DESIGNED AND CONS MEASURING LESS THAN 7 FEET (2134 MM) FROM THE FINISHED FLOOR TO THE SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED SECTION, ACI 318, ACI 332 OR PCA 100. R608.8.2 LINTELS. LINTELS SHALL BE PROVIDED OVER ALL OPENINGS zj G 'SHALL NOT BE CONSIDERED AS CONTRIBUTING BY SECTION R314.3. EQUAL TO OR GREATER THAN 2 FEET (610 MM) IN WIDTH. AS PER OWNER 5�14�Z4 PAC SHEET# FINISHED CEILING R404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION . R305.1 MINIMUM HEIGHT. HABITABLE SPACE, HALLWAYS AND PORTIONS OF INSTALLED IN,THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A AT ALL POINTS NOT LESS THAN 4 INCHES (102 MM) WHERE MASONRY VENEER IS FOR BIDS 5/24/23 PAC 1 BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. LESS THAN 7 FEET (2134 MM). BATHROOMS, TOILET ROOMS AND LAUNDRY ROOMS USED AND NOT LESS THAN 6 INCHES (152 MM) ELSEWHERE. SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES (2032 MM). 1Q FOR; I-I.E.R.S. 4/3/23 PAC . 11 , i EMAIL: info@cgarten.com 1 x4 OVER 1 x8 RAKE BD. ® GABLE ENDS TYP. STANDING SEAM ALUMINUM ROOF 1 x 4 FRIEZE BD. PANELS TYP 12 12 14 14 BOT. OF HDR.'S z ® GABLE WINDOWS c12 c12 o W in � U r` TOP OF PLT. - TOP OF PLT_ Q W CD TOP of OF PLT. Z O�0 BOT. OF HDR.'S ® FRONT GABLES I-7 Lo W — uj I O -.4- N \ � _ \ Oa 7�_ CX135-3 CX135-3 \_ O Q i CX14-3 CX14-3 N I U O d o J L .- 0o a ^ °o n �- 0 Z (D 12 (/) 7 ry Q TOP OF SUB-FL TOP OF SUB-FL, Q W - _ TOP OF PLT. M TOP OF PLT. ® V-0" GARAGE WALLS FLYING BOT. OF HDR.'S GABLE - --- - ---- - ----- BOT. ® GARAGE ,S - / 117 ZT_-- OVER 2 xS CIA BD. \ w w WINDOWS -IFSUB-FASCIA TYP. o �// - CW13 \ O 7 1 a CX14-3 �// �// CX14-3 1 x 4 FRIEZE BD. c� a 0 0 5/4 x 4 CASING _ 12' 12' AROUND DOORS CX24 CX24 - L 6070 DBL. L Tom' I I & WINDOWS W/ CROWN -�1 ll TOP OF SUB-FL. �L4 TOP OF SUB—FL.,==�l Ll TOP OF WALL TOP OF WALL � I 1 1 28 6 TYP. I TYP. CULTURE J L = _ � i SIDING I I ® ENTRHORIZER YSTONE EWAL I I I I I I I I I I I I I I I NOTE I I I � I I I I I I I I I 6 E'-8 A.F.F. MINT. E � TO GF II OUTLET ® I I I o V)i 0 TOP OF FTG. - - - - - - - - - - -- - - - - - - - - - - 1- LIGHTING OUTLETFRONT & REAR 0o D a. DE ® GARAGE - I I I I I I I ( I DOOR AS ERA. EN.YS R.C. ASAPERAN YES R.C. I I I °� w - - - - - - - - E-3903.3 E-3901.7 I I TYPICAL —L - - - _ _ _ _ _ _ _ _ _ _ _ TYPICAL STANDINGS M ROOFING: I- -i STEP FOOTING , I � I- - - - - - - - - - - - - - - - - - � -� - - - - - L �- _ IJ MAX. ( L - - - I T- T NEW ATAS ALUMINIUM STANDING SEAM _ - - - - - - - - - ROOF PANELS OR APPROVED EQUAL 1 1 I r r I COLOR: GRAY OR AS SELECTED BY OWNER — TOP OF FTG_ I 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - _ . - � - - - � - 1 - TOP OF FTG. - - - - - - - - - - - - - -1- - 1- - - - - - - - - - - - - - - - - -L - _t - - - - - - - - - - - - - - -L - 11- - - - - - - - - - TYPICAL ROOFING: G.A.F. TIMBERLINE ULTRA "H.D." LIFETIME HIGH DEFINITION ASPHALT ROOFING FRONT ELEVATION SHINGLES W/ LIFETIME WARRANTEE. COLOR: AS SELECTED BY OWNER 1/4"=1'-0" (NORTH) TYPICAL HORIZONTAL SIDING: W WINDOWS & DOORS. U.L. RATED FLUE HORIZONTAL SIDING W/ 5" EXPOSURE. COLOR: AS SELECTED BY OWNER W/ PIPE FROM GAS o z MATCHING CORNERS AND WHITE SOFFITS, THE FOLLOWING PRODUCTS ARE SPECIFIED AS PER R-609 AS THEY MEET OR EXCEED FIRE PLACE _ - .N FASCIA, TRIM, & ACCESSORIES THEIR REQUIRED DESIGN PRESSURE INDICATED ON THIS PAGE AND REQUIRED UNDER STATE CODE. THE 2020 RESIDENTIAL CODE OF N.Y.S. W 0) _ U W 0)1, WINDOWS WILL BE ANDERSEN 400 SERIES CASEMENT WINDOWS AS SHOWN WITH STONE VENEER TYPICAL STONE VENEER: LIJ HIGH TYP. CULTURE _ PERFORMANCE LOW-E4 GLASS WITH A U-FACTOR OF 0.29 (.32 MAX.) / SHGC OF 0.29 z ® CHIMNEY CULTURED STONE VENEER MANUFACTURED _ AND A PERFORMANCE RATING OF DP 30 MIN. INTERIOR COLOR: WHITE. EXTERIOR COLOR: WHITE _` 2, ENTRANCE DOORS WILL BE THERMA-TRU OR EQUAL, PREHUNG INSTALLED IN 1 x 4 OVER 1 x 8 12 Y AL OVER R CE SIHEFIELD W/ TRIM OR COMPLIANCE WITH MANUFACTURERS REQUIREMENTS. RAKE BD. TYP. 12 EQUAL OVER ICE SI R. FLASHING AS � ~ z ` SELECTED BY OWNER. TO BE INSTALLED W � 3. PA710 DOORS WILL BE ANDERSEN 400 SERIES FRENCHWOOD INSWING & GLIDING DOORS a AS PER MANUFACTURERS SPECIFICATIONS. ry 0 WITH HIGH PERFORMANCE LOW-E4 GLASS WITH A U-FACTOR OF 0.30 (.32 MAX.) / _ 12 SHGC OF 0.21 AND 0.23 AND A PERFORMANCE RATING OF DP 30 MIN. INTERIOR COLOR: WHITE. EXTERIOR COLOR: WHITE 4 TYPICAL EXTERIOR TRIM: 0 In W ALL EXPOSED TRIM TO BE AZEK OR 0 L VERSATEX, PAINTED) WHITE U (_0 0 TOP OF PLT. HANDRAIL NOTE: 1'-0" ALL HANDRAILS & GUARDRAILS SHALL O.H. COMPLY W/ N.Y,S.R.C. R-311 & R-312 BOT. OF HDR.'S TYP. ASPHALT ROOFING SHINGLES STANDING SEAM ALUMINUM ROOF \ U) Cx235 PANELS 0 a T 0 oo a V) z 0 12 4 TOP OF SUB-FL. Q W_ 1'-0" TOP OF PLT. ® J O.H. GARAGE WALLS LIJ 1'-0" Lij FLYING _ GABLE BOT. OF HDR.'S V) �L__]F HIL-19:FH HF-1 ® GARAGE DOORS o F- n � o DRYER NP• o D_ J _I VENTHORIZONTAL it EXHAUST 1 80 908o SIDING00 i1 8d �t 3' HIGH .— RAILING AS O.H. O.H. Z z Lil PER CODE Q 0 Q DOOR DOOR TOP OF WALL �kED A �� p U)— �UPPi+f:: G 'yip DIRECT VENT FLUE FROM I I � I� I I � � I N h I i A _ v L.P. GAS BOILER. CHECK :� I" 2 2 7 MANUFACTURERS I I w SPECIFICATIONS FOR I 2 ( LIIt 3068II� I I TOP OF FTG. o '� 5PAWN BY -' -_J•Y _.. J 1 �� IT - - TI - - - - - - -- - - - - - - - - - - - - - , I I - ► 0- REQUIREMENTS / ;INSTALLATION o '' II II '' Lf N i AND I 8 H+ I I ® GARAGE o) o F � �y / PAC CLEARANCES. I I NI�—�1� - - I r- - - - - -- -- - - - - - - - - - - I- I I I I Nib—�Ih r - J I I I I I I I I F11 - - I1r] J I ,- - - - MAX. TYPICAL�I- - I I - - - -I� - - -� DATE STEP FOOTING I I LEIS--IIJ F - - - 1 30' 1 I I I - - I - - - -j 11 /9/22 I- - - - - -_ _ _ _ _ _ TOP OF FTG. - - - - -- - - - - - - - - - - - - - - - - - - - - -I-- - -�- - -I - - - . — . Q AS PER OWNER 5/14/24 PAC SHEET# � � T � 7 - - � I -I- - __ . - - - I- - -1 1 - - � - 1 - - - � - J 0 FOR BIDS 5/24/23 PAC 2 LEFT SIDE ELEVATION 1 FOR H.E.R.S. 4 0 / / 1/4"=1'-0" (EAST) 323 PAC I EMAIL: oz info@cgorten.com I � N STANDING SEAM ALUMINUM ROOF PANELS W ~ Q '\ TOP OF PLT: _ 12 _TOP OF PLT. C w p O SOT. OF HDR.'S12 F- O Z 00 SOT. OF HDR.'S — Lo O 5/4 x 4 CASING � , p AROUND DOORS o = Y = � & WINDOWS W/ BOT. OF HDR. N �- Q I-- O CROWN CW13 W135 CX135-3 EGRESS ® GABLE WINDOW a O U _j O CX135-3 i I O Z to O 00 CL 00 a / n 00 12 CW135 � VJJ � O � v Q 4 = Q W TOP OF SUB-FL. TOP OF SUB-FL. TOP OF PLT. . 1'-0" TOP OF PLT. 1, 0„ FLYING I FLYING GARAGE WALLS BOT. OF HDR.'S GABLE GABLE O.H. BOT. OF HDR.'S I ® GARAGE j p - 6 x 6 ACQ CX135 WINDOW o n- N POST WRAPPED TEMP.. CX235 CW735 CX235 in tw/1 a W/ 1 x VERSATEX FWG 60611-R 4PFGP 120611 I d O N TRIM W/ 1 x 6 CAP 00 & 1 x 10 BASE (TYP. FOR 4) Cx24 wAE a 3' HIGH TOP OF SUB-FL. TOP OF SUB-FL. RAILING TOP OF PATIO COND. COND. PER CODE TOP OF WALL a/c A/c _- - UNIT #1 UNIT #2 TOP OF WALL TOP OF WALL _ ® PATIO ALL LL EXT. SCONCES I I I II I I I I I FITEe _r I 6'-8" A.F.F. MIN. TO CL I I GFII OUTLET ® I II I 01 \ \ I� I- I 1- LIGHTING OUTLET FRONT & REAR I (I I I Cx15 I I 2 I / 1 1 I I I REQ'D ® EA. EGRESS I I GRADE ACCESS BILCO TEMP. w I I I I I DOOR AS PER N.Y.S.R.C. I I AS PER N.Y.S.R.C. I I I STACK-WELL I I I I 8 -I / ( I ( w j o I II � — a. ( I E-3903.3 - - - � E�-3-901—.7 II IIII IILI — IIII X Ij . .p - - - - - - - — L aa ® REAR PATIO i a, 0 T- — — — — — — — — — — -- - -_ � I- - - - - - - - - - - -- - - - - - - - - - - — I TYPICAL W - - 4 STEP FOOTING TYPICAL STANDING SEAM ROOFING: / MAX. L - - I I I I I J / I I NEW ATAS ALUMINUM STANDING SEAM 30' - - / I ROOF PANELS (OR APPROVED EQUAL COLOR: GRAY (OR AS SELECTED BY OWNER _ 2 �� TOP OF SLAB TOP OF FTG_ I-i- - --� - - - - - - - - - - - - - - - - - - - - - - - - - - � 1 � - - - - - - - - - - - - - - - - - - - - --1- - - - -� f - - - - - - - - � � - - � TOP OF FTG. L- - - - - � - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L � J -I- - - - - � - I -- - - - - - - - - - - - - - - - - - - - - - - -1- - � F - _► 7 - - - - - - - - - -I- - J TYPICAL ROOFING: - -{ - - - - j I- - -� G.A.F. TIMBERLINE ULTRA "H.D." LIFETIME HIGH DEFINITION ASPHALT ROOFING REAR ELEVATION L - -L - - - - - J SHINGLES W/ LIFETIME WARRANTEE. COLOR: AS SELECTED BY OWNER (SOUTH) W TYPICAL HORIZONTAL SIDING: > HORIZONTAL SIDING W/ 5" EXPOSURE. Iy O MATCHING_z - COLOR: AS SELECTED BY OWNER W/ 04 a FASCIA, TRIM R&EACCESSORIES SOFFITS, W Q L0 TYPILJ . CULTURE 1 x 4 OVER 1 x 8 U W 0) STONE VENEER RAKE BD. ® GABLE z ® CHIMNEY ENDS TYP. TYPICAL STONE VENEER: W 12 1 x 4 FRIEZE BD. r- CULTURED STONE VENEER MANUFACTURED _ >, _` BY BORAL - COBBLEFIELD W/ TRIM OR TYP' EQUAL OVER ICE SHEILD FLASHING AS V) I z 12 I- SELECTED BY OWNER. TO BE INSTALLED W 12 AS PER MANUFACTURERS SPECIFICATIONS. n, 0 z z Q 4 TYPICAL EXTERIOR TRIM: ED Lo W ALL EXPOSED TIRIM TO BE AZEK OR 0 Lo cr� VERSATEX, PAINTED WHITE () C0 0 TOP OF PLT: - - TOP OF PLT. HANDRAIL NOTE: it TOP OF PLT. 12 ALL HANDRAILS & GUARDRAILS SHALL COMPLY W/ N.W.S.R.C. R-311 & R-312 ® FRONT GABLES 12 BOT. OF HDR.'S TYP. ASPHALT iL ROOFING R o oN FLYING SHINGLES N a \ GABLE Cx235 O a I w 0 N I O coo. I - -- - - 00a i� 12 Z 4 O 12 TOP OF SUB-FL. 4 TOP OF SUB-FL. TOP OF SUB-FL. Q TOP OF PLT. • - - TOP OF PLT. "' W 1 x 6 FASCIA BD. TOP OF PORCH GIRDER OVER 2x4 W SUB-FASCIA TYP. W SOT. OF HDR.'S BOT. OF HDR.'S � p 6x6ACQ W �_ \ v1 0- C14 POST WRAPPED Cw135 W735 POST WRAPPED o O = O 10 W/ 1 x VERSATEX FHW31611 W/ 1 x VERSATEX I I w °' a N TRIM W/ 1 x 6 CAP TRIM W/ 1 x 6 CAP N 00 M a 0 -1 & 1 x10BASE & 1 x 10 BASE (TYP. FOR 6 ® FRONT) \ (TYP. FOR 4 ® REAR) ^ II 8 \ U TOP OF SUB-FL. TOP OF SUB-FL. TOP OF SUB-FL. z a:� J TOP OF WALL TOP OF PATIO TOP OF WALL W U -_ Iry V) TOP OF WALL r ® PATIO `r �g� �uClH �� q .r� � I I I I I I Il c 15 II I I I ' � - .1 z .a 2 2— 2 7 BILCO I I I I I I TEMP. STACK-WELL 0 AREAWAY TYP. IO I I I I I TOP OF FTG. o kC �'7v ® REAR PATIO I aa, o .x� a) E488 a �' o v �O � r�- - - �- - - - I I PAC IL - - - - JI ¢ I _ f N'G^ I I r — — � DATE -� - - - I I - - - i 11 /9 /2 _ TOP OF FTG._ TYPICAL - - ^ I _ - — , — , _ , _ TOP OF SLAB -t _�- - - - - - - TOP OF FTG. STEP FOOTING MAX I ` � - - - - - I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T Q AS PER OWNER 5/14/24 PAC 1 - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1-- - - - - - - - - - =1 SHEET# FG�R BIDS 5/24/23 PAC 3 RIGHT SIDE ELEVATION 1/4"=1'-0" (WEST) 10 FOR H.E.R.S. 4/3/23 PAC I DBL. KING STUD 5 OF MIN. LEGEND: MAIL: OF A.B. info(G)cgarten.com ABOVE LNEW P.C. WALL TO BE CONSTRUCTED T.O.W. (2) 2x6 JACK STUD S. NEW CONC. BLOCK WALL TO BE CONSTRUCTED TYPICAL SHEAR HOLDOWN SIMPSON # HDU5 W/ 14— 1/4"x2 1/2" SCREWS — DROP TOP OF CONC. EL. —0'-0") p 6 SECTION SE TIN SHOET #MARK D RPp� / EDETA 2 DETAIL SHEEIT # MCA 2P x 4 LATE EAR SPA �M z �•MA d: ° O 30" MIN. ° ° P am: 75'-0" OVERALL SMOKE DETECTOR LLJ-_ REBAR LENGTH ° % r PROPOSED CARBON MONOXIDE / SMOKE U t j d ` ° ° ° °° ° 1 5'— ® DETECTOR COMBINATION W Al °° ° ° o/ f� 17'-0" 23'-0" 30" < "BP BEARING POINT POST ABOVE ° " da °d a 2'-2" 14'-10' 9'-11" 3'-2" 9'-11" 8"P.C. 9'-6" 8"P.C. 9'-4" 8"P.C. 9'-4" 8"P.C. 4'-2" POST BELOW I-- CD Z CO 9� ° <d M.O. CHEEK CHEEK CHEEK CHEEK BP d° ° FROM CORNER WALL WALL WALL N w O d SIMPSON SST820 ANCHOR BOLT 1 2" MIN. g" 10'-2" 4'-0" ■ BEARING POINT POST ABOVE do BELOW W J of F W/ 17" MIN. EMBEDMENT WALL TREADS LANDING B.F. BOTTOM OF FOOLING ELEVATION = Y 0 11D INTO FOUNDATION T.F. TOP OF FOOLING ELEVATION n C = _ � 5/8" DIAM. ANCHOR BOLT I I 8 W/ 7" MIN. EMBEDMENT INTO FOUNDAT1ON A T.S. TOP OF WALL SHELF ELEVATION 0 1 _3 O BILCO STAKWEL AREAWAY B ! T.W. TOP OF WALL ELEVATION �— �J O Z CD TYPICAL CORNER HOLDOWN I2" 12p $ SIMPSON # STHDI4RJ W/ 38-16D SINKER #STKWL-48 5—MODULES $ W/ CLEAR DOME COVER 3 00 LINE OF P.C. cD I- NAILS MIN. 1 1/2" END DISTANCE FROM OF A.B. OF A.B. #STKWL-48D 4 STEPS ABOVE Q EDGE OF STUDS = Q LLJ SHEAR HOEDOWN DETAIL 2 i� A/ �I i� A/ i 2 I I I : COND. I I COND. I Y I I I I I I I C�? OVERHEAD DOOR 4 II UNIT #11IIIUNIT #21I 4 F I T - - - - - —o =Q— rt I - - - - - - - - � I - - - - - - - - r I � W_j / -� ABOVE I ABOVE I / L - - - _ "' ��- � - - _ - - - _ _ i - - - - - - - - J I I SIMPSON AB66 "� c=�3 4 DIRECT VENT FLUE FROM \I� _-_ -=-1J I - - - - Z - - - - - _ _ - - _ - - - - - - -_ - - GALV. POST ANCHOR N•T•S• L.P. GAS BOILER. CHECK -F - - - - - - - - - - CX15 I ■ I ON 8" P.C. WALL MANUFACTURERS SPECIFICATIONS FOR y r - - - - - - - .• 00 INSTALLATION - - - - - (3)2x10HDR. - - - - - - - - - - �- STEP - - - - - - - - - - - - - - - - - - - - - - - - - - - - � REQUIREMENTS AND I - - - - I 0 2 CLEARANCES. D.V. FOOTING II 8 I 21'-8" 8' 30'-2" 8" NEW TANKLESS L.P. GAS "' FIRED D.V. BOILER _ _ _ _ _ I UNEXCAVATED I Q 4xPOSTSIMILIAR - - - - - - - - - - - - -I 8' `O o L` Uo 8" x 8" P.C. PIER I �j NEW 4" P.C. PATIO SLAB STEP I I I Y CORNER HOLDOWN D I Sim # STHDI4RJ t✓�RPON °' I L I 00 N io I ABOVE jt DROP TOP OF PIER I I m OVER COMPACTED FILL = �' FOOTING w I STRAP TIE P m -9" FROM T.W. `' NAILS MIN. 1 1/2" I r - - - - - - HANDRAI - - - \ IN CONTACT WITH I I 2 �- - - FOR BEAM PROTECT WOOD o_ END DISTANCE FROM - o'� I I I I ( I I I o I ® \ EDGE OF STUDS o Q? M = �� 6'-7" 6'-7" 8" x 12" P.C. PIER 38-16D SINKER oI Ln Ez I I I I I I I I I i o I p6$ I CONCRETE W/00 DROP TOP OF PIER 2-2x6 MCA PLATE- SPAS U J / I I i ,:� r FLASHING ICE—SHIELD - - I ( / \ -12" FROM T.W. - pIEA�A�MJ o I - J L - - - - - - - - - - - - - - - - - - - -- = BP - - - - - - - - - - - - - - i L - - - - - - - - - - - - - - - - - -� L - -� dam ° w .•r ' •' • r , r • ` _ .• w �/ I - - - - - -•� - - - - - - - - - - - - - - - - - - - - - - - - I(2) 1 3/4" x 11 7/8" LVLGIR. `BP - - - - - - -• - - - - - -` - - - - - t / 30" MIN. / cv —� 1 I I m - - - - - - - - - - - - - - - I /� —1 TYPE Y FIR REBAR LENGTH °" ® o ONE #4 4 I I RAGED SHEETROCK AT I I ° p � I M I I "' ° REBAR IN X 3 1/2-0 STRUCT. z I 00 5/8" DIAM. ANCHOR BOLT SHEAR CONE CLG. 3'-0" MIN. AROUND I I A501 GRADE B 40" x 40" x 12" "� J (= I I j 8" P.C. FOUNDATION WALL x 9'-O" I W/ 7" MIN. EMBEDMENT (12" MIN. I BOILER AS PER CODE -' I I I I I HIGH W/ #6 REBARS VERTICAL ® I n INTO FOUNDATION 1/2" IN, REBAR LENGTH I I P.C. FTG. W FROM ) 8" x 8" P.C. PIER STL. COLUMN ON A / - - 32" O.C. ON A 10" x 20" P.C. DROP TOP OF PIER 40" x 40" x 12" #4 REBARS ® 6" UP 13R i CORNER I 0 O.C. EACH WAY FOOTING W/ 2 x 4 CONTINUOUS I -9" FROM T.W. P.C. FTG. W/ I I o I I FOR BEAM #4 REBARS ® 6" - - KEYWAY & (2) #5 REBARS. o I I a \ � TOP OF PROPOSED FOUNDATION I 12. j I I ;n I O.C. EACH WAY N �` - - WALL TO BE EL. 26'-2" (26.16') o N I I _ Lol OF A.B. OF A.B. `t r > — I I I I J( I HAVE FOUND(2)02 x 6LACQ SIL NEW LLAPLT.LL O o 5-< 0 ° o z. I " - - TOP OF FTG.'S EL. 17'-2" cx of ; J DROP TOP OF I I � _ _ o BOT. OF FTG.'S EL. 16'-4" N 44" x 44" x 12" \ a Q Cc o `� WALL -1'-4" I "' o CELLAR I a o CORNER HOLDOWN STRAP TIE _ I ® DOOR M.O. P.C. FTG. W/ #4 \ TO ALLOW FOR UNEXCAVATED REBARS ® 6" O.C. '� R I 3 1/2"0 STL. w p o m cn a co (9'-0" CLG. HT.) i� I ,�`' cn _ a o COLUMN ON A I- - - - 2 DL TA I L C�? FOUNDATION WALL o & d o N o / 8" HAUNCH SLAB FILL AND TAMP FOR 4" EA. WAY 4" POURED CONCRETE " - 3 1/2"0 STL. L { o n I POURED CONCRETE FLOOR . ® FLOOR SLAB 24" x 24 x 12 I COLUMN ON A I • o I a. L-o O L °° P.C. FTG. " O I I BILCO STAKWEL AREAWAY �j w o== SLAB W 6x6 W2.0 X W2.0 W.W.M. \ _ %%% 24 x 24" x 12" to N.T.S. po o_ - —cam I I " I I N PITCH -3" TOWARD O.H. 'r I P.C. FTG. to U I #STKWL-48 (5-MODULES) '0) q- I I I IBP -T P \ o I W/ CLEAR DOME COVER `O M W PROPOSED I I I I GARAGE DOOR TYPICAL INSTALL R-38 M _ vBP I STKWL-48D N GRAVEL F� I N I GATT AND 1/2" - - Jt F I I # a SHEETROCK CLG. - N DRIVEWAY I PITCH `� 5'-0" x 3'-8" x 2'-10" QO EL. 25'-7" I/ I 7 - _ - \ I � n I 1 I 8" 24'-10" 8" I 6'-10" 6'-10" 1V-6" tL11'-6" 11'-6" I I W Q L17 4 I I I i _ I I IN UW � o I I I L — I co z (n � I I I DROP TOP OF I a I I W � WALL -1'-4" I (2) 1 3/4" x 11 7/8" LVL IR. I (3) 1 3/4" x I 11 7/8" LVL - GIRDER ® DOOR M.O. - - - - — _ a, a TO ALLOW FOR I I BP P o I I 8" HAUNCH SLAB I " 4 I w z J 3 1/2"0 STRUCT. I I 8 x 12" P.C. PIER _ J - - A501 GRADE B STL. 8" x 12" P.C. PIER 0 �w I I I DROP TOP OF PIER --3 1/2"0 STRUCT. COLUMN ON A I DROP TOP OF PIER ~ _ I -9" FROM T.W. N 3" x 3" x 1/4" A501 GRADE B STL. i " z I 36' x 36 x 12" i -9 FROM T.W. }- z 00 o STRUCT. STL. COLUMN COLUMN ON A N d I STEP FOOTING I FOR BEAM " I P.C. FTG.S W/ #4 I I FOR BEAM 0 W DOWN -4'-6" I a ti 19-5 t HIGH ON A 44" x 44" x 12" L — o o /I 11 I I;� 3 1/2 0 STL. / # REBARS ® 6" O.C. 0 _ o=_ aL3 z COLUMN ON A 0 48" x 48 x 12" P.C. P.C. FTG.S W 4 o EA. WAY • i0 Q p� .. N / # M .' ` I L� - - - - J I Ow a 28 x 28" x 12" Uo FTG. W 4 REBARS REBARS ® 6" O.C. v U � 0 - - - - -oo - - - - - - - - - - - - r - - - - - - Ia o P.C. FTG. \ _ 06' O.C. EA. WAY EA. WAY N I - - - - - - - - - J I N 1 I I i I' '1 ' `� - - - - - - - - - - - - - - - - - - - - \ o 4 � - - - - - - - - - - - - - - - - - - - -1- - - - 1- - - - J - - - I 00 ® r I \1 / PROVIDE PVC SLEEVE - - _ - - - - - - r \ T.W. EL. 26'-2" STEP OFTG. FOR NEW C.I. INVERT. I I I (- ro - - - - - r I I o CAST IRON TO EXTEND I I I 2 T.F. EL. 21'-8" 2'-0" MIN. PAST FACE I PROTECT WOOD IN CONTACT I I o -n B.F. EL. 20'-10" OF WALL i I I I WITH CONCRETE W/ I I GALV. METAL 4 n / L- - - -° - - - - - - - - -J ICE-SHIELD FLASHING / L - - - NEW 9 1/2" TJI � °� - - I \ / I - - - - -- _ - � �'\ AREAWAY 0 1 AS REQ'D. 6?D.C30 F.J.'s ® �� 1 - - - - - - - - - - - - - I UNEXCAVATED - - - — _ - - - - -- - - 1 4 TYP. FILL AND TAMP FOR \ r �/ II UNEXCAVATED 4" POURED 2 UNEXCAVATED II J 2 IL FILL AND TAMP FOR 4" I CONCRETE BPORCH _ I - FILL AND TAMP FOR 4" I I STEP J (3) 2 x 10 HIDR. _ Y TO PROPOSED 4 I i I POURED CONCRETE PORCH i - -I .t r I POURED C SLAB TE PORCH i FOOTING I < -•-•-•- - - - - S.C.D.H.S. I/A n SLAB \ T.W. / (2) 2x6 PET. w A SANITARY /OWTSI I I Y 5' 8' 12'-9" 8" 13'-6" 8" 12'-3" 8" 15" `O w GRADE _ T 8 SYSTEM / - _ _ _ HDR. HT. FOOTING I - - - - - - - - - - - - - � L - - - - - - - - - - - - - - - - - - - - - - - - --- - - - e z _ _—_ - - - - _ — =t� — — — — — — — --__ _— �I 2650 EGRESS - - _- - - - - - _ _co _ - - - - - R.o.= 2'-6" W. � II IL _ _ _ _ _I _ I_ �I I - Y J 0 w-j SIMPSON AB66 H. MIN. I I I I I I GALV. POST ANCHOR 2 x 10 ACQ =_ - LINE OF P.C. FRAME RIPPED N I STEPS ABOVE ��J - - - - - L=�� z ON 8" P.C. WALL O TO 8" AROUND co Q - - - - - 0 BILCO STAKWEL M.O. — II AREAWAY of co 5" 13'-9" 8"P.C. 6'-1" 8"P.C. 6'-1" 8"P.C. 13'-3" 5" F - HIGH ODULES Ln o CHEEK CHEEK CHEEK Q WALL WALL WALL O Q � J e c a GRAVEL T.W. ® i —� z = N cy 00 cn MASONRY v • X CO OPENING Q 25'-6" 14'-6" 13'-6" 14'-0" 7'-6" ° 75'-0 OVERALL w �. Z 22- 27 DAMPROOFING o N i� PROPOSED BELOW GRADE ., TYPICAL =a `� Jo. 1123 8" P.C. T.O. SLAB '� ^S " ,1� FOUNDATION _._._. P A C WALL T.O. P.C. FTG. NOTES: O� N 4 ° DATE - SEE GENERAL NOTES & FRAMING NOTES - SEE TYPICAL CONNECTION DETAILS 11 /9/2 2 - SEE NOTES ON OTHER SHEETS AS NECESSARY FOUNDATION PLAN - IT IS THE INTENT OF THESE DRAWINGS AND A TYPICAL FOUNDATION WALL: TYPICAL ANCHOR BOLT: Q AS PER OWNER 5/14/24 PAC SHEET# REQUIREMENT OF THIS PROJECT THAT ALL 1/4"=V-0" EGRESS WINDOW POINT LOADS ARE TRANSFERED DOWN TO THE 8" P.C. FOUNDATION WALL x 9'-0" HIGH 5/8" DIAM. x 12" HOT DIPPED GALVANIZED FOUNDATION WITH A CONTINOUS LOAD PATH. W/ #6 REBARS AT 32" VERTICAL ON FOUNDATION ANCHOR BOLTS W/ HOT DIPPED WHERE DIMENSIONS ARE NOT GIVEN, THE 20" W x 10" THICK P.C. CONTINUOUS GALVANIZED PLATE WASHERS 3"x3"x3/16" ® � FOR BIDS 5/24/23 PAC 3 AREAWAY DETAIL CONTRACTOR SHALL VERIFY IN THE FIELD THAT FOOTING W/ 2 - #5 BARS CONTINUOUS 35" O.C. & MAXIMUM 1'-0" O.C. FROM ALL LOADS ARE TRANSFERED AS SHOWN & 2" x 4" KEYWAY. CORNERS. W/ MIN. 7" EMBEDMENT. FOR H.E.R.S. 4/3/23 PAC . - 11 I EMAIL: STRUCTURAL STEEL NOTES: S LEGEND: Info@cgarten.com 1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. NEW 4" WALL TO BE CONSTRUCTED ' 2. ROLLED SHAPES AND PLATES SHALL CONFORM TO ASTM DESIGNATION A-500, UNLESS OTHERWISE NOTED. NEW 6" WALL TO BE CONSTRUCTED 3. SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A-325 TYPE N CONNECTION EXCEPT WHERE FIELD WELDING IS CALLED FOR ON THE DRAWINGS. � BEARING WALL (`CATS" MID-SPAN) 4. WELDING SHALL COMPLY WITH AWS SPECIFICATIONS. USE E70XX ELECTRODES. E B SECTION MARK 5. ALL WELDING SHALL RECEIVE ONE SHOP COAT OF RUST-INHIBITIVE PAINT. 7 SECTION SHEET # 6. ALL BASE PLATES SHALL BE ANCHORED WITH TWO 3/4" IN. DIAMETER X 16" LONG ANCHOR BOLTS, UNLESS OTHERWISE NOTED. 75'-0" OVERALL 7. PROVIDE ALL BOLTS, HOLES, AN PROPOSED ANCHORS, ANGLES, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION DETA AND AS REQUIRED BY THE WORK OF OTHER TRADES. 2 DETAIL SHEE # IT W 17'-0" 23'-0" 35'-0" O SMOKE DETECTOR U I� 7'-7" 9'-5" 4'-7" 6'-11" 6'-11" 4'-7" CARBON MONOXIDE / SMOKE v W 0 N 6'-11" 11'-3" 7-2 g'-8 DETECTOR COMBINATION } O N Z 00 L;BP BEARING POINT POST ABOVE w N C 0 POST BELOW = L 0 Lo < F--- I� o e ---- ■BP BEARING POINT POST ABOVE & BELOW Q A/C COND. UNITS BILCO STAKWEL B 50 CFM ENERGY STAR EXHAUST FAN O U J O TO BE 16 SEER AREAWAY W/ $ T. T. E.F. VENTED TO EXTERIOR I— O Z CD _� MIN. AS REQ'D. CLEAR DOME 3/4 HOUR FIRE RATED OD 1/2"0 GALVANIZED � COVER BELOW _ � cD � CARRIAGE BOLTS 0 16" END N F.R.S.C. Q A SELF CLOSING DOOR T w O.C. STAGGERED BEARING 8 -L NOTE: PROVIDE U L.P. GAS S/O TYP. F L I TC H E D GIRDER DETAIL NEW DRYER COND. COND. CONNECTION FOR 6 x 6 ACQ VENT AS PER UNIT #1 UNIT #2 B.B.Q., LOCATION ip POST WRAPPED ++ + ++ N.Y.S.R.C. M1502 AS PER OWNER I TRIM W/ 1 x 6 CAP 1/2 =1 -0 2 ON 3R W/ 1 x VERSAIEX 8 CX235 CW135 CX235 - - - - - (3) 2 x 10 GIRDER (3) 2 x 10 GIRDER & 1 x 10 BASE _ ui (3) 2 x 10 GIRDER (TYP. FOR 4) 14'-10" (2)2x10 HDR. (2)2x10 HDR. (2)2x10 HDR. 6" 10'-0" 10'-0" PROPOSED CELLAR ENTRY 10'-0" - - COUNTERTOP OE.F. BENCH W/ CUBBIES 8" 10'-2" 4'-0" SMOKE & CARBON TREADS LANDING — — — — — — _[�OPOWDER 31'-0' I 4'-0" o MONOXIDE DETECTOR NOTE: 3'-0" HT. RAILING 8'-2 7 5'-0" n 8'-2' F AS PER CODE 0 a 1 w w CL (o SMOKE DETECTORS AND CARBON MONOXIDE LAUNDRY a MUD COVERED PATIO ci o c1 oo DETECTORS SHOWN ARE AS PER N.Y.S.R.C. CODE ROOM Aj 2 x 6 C.J.'S o I a W (D SECTIONS R-314, R-315 AND SECTION 915 OF THE 1 "' O ROOM ci STONE PAVERS AS SELECTED o o� r 00 D rn " o BY OWNER ON THINSET OVER m a � o w� FIRE CODE OF N.Y.S. ALL DETECTORS SHALL BE (9'-0 CLG. HT.) O ® 16" O.C. HANDRAIL (9'-0" CLG.) P.C. PATIO SLAB " o O ° INSTALLED AND LINKED AS PER CODE. 4" P.C. LANGING I I I I I I I I ( I I SUB-FL. EL. 27'-6" 0 2 x 8 C.J.'S ,c• o C° fo TOP OF STONE -4" FROM N x V w Q Z SLAB 0 GRADE M N ,�ti x EGRESS WINDOW NOTE: I o n o I I = IQ z 0 16" O.C. �6,� o N 0 SUB-FL. vl N J o f I I I I I I I I I W 50��G I I Io a ,/ a l (3) 2x6 I ASEPERNCY N.Y.S RCC.PR AND RESCUERESCUE OPENINGS SHALL BE v a a !� a O POST (3) 2x6 0 - WITHIN 44" OF FLOOR 1 I I I ( o 4070 CX135 - 5.7 S.F. MIN. OPENING 02ND. FL. CX24 CASED OPENING BP FWG120611-4 BP iv - 5.0 S.F. MIN. OPENING 0 1ST. FL. / GRADE (2)2x10 HDR. POST TEMP FWG60611-R I - 24 CLEAR HEIGHT' & 20" CLEAR WIDTH 04 (3) 2 x 10 HDR. _ DN 3R 18" 18" (3) 2x10 HDR. - - - - - _ _ _ 24'x24' W W. (3) 1 3/4" x 16" LVL HDR. (2)2x10 HDR. (2) 1 3,4 x 9 1/4" LVL HDR. W �6 24" 36 J °o TEMPERED GLA,S. NOTE• 3" x 3" x 1/4" STL. � 1 L.S-1 B. REF. I I i� TEMPERED GLASS SHALL BE INSTALLED IN HAZARDOUS to o I STRUCT. TUBE A500 j o LOCATIONS AS PER NI.Y.S.R.C. R-308.4 18' r -; GRADE B COLUMN 14'-4" N SLAB w. _ 3 - LESS THAN 18" ABOVE FLOOR cn U- o HT.= 10'-5"t - WITHIN 2'-0" OF DOOR 28-6 _ - LESS THAN 60" ABOVE SHOWER/TUB "WET" AREAS I = � EL. 25'-11" x - a - LESS THAN 36" ABOVE STAIRS / LANDING Of I o 1W ID/WI KITCHEN N o N — — �' o `` N o `� — — 3 (s'-o" CLG. HT.) 3 1 N m I — -Q `` SHEAR WALLS:: I °' m 2—CAR GARAGE o ( � / I o m _ 5 GREAT ROOM — of M o (t10'-0" CLG. HT.) ;2 FIRE-RATED • ® (9'-0" CLG. HT.) Z a ti SHEAR WALLS SHALL BE PERFORATED SHEAR WALLS I x I ® I I I I I \ Z I — a \ o KING AND HEIGHT, FASTEN WITH ED CDX PLYWOOD FOR THE co 30"x54" -_ J I M n I PULL-DOWN I n I 1 3g" I w N = o Q N _ - MASTER BED a, REQUIREMENTS SHOWN ON THIS SHEET WITH 2 x 6 Q 1 I STAIR I T � I I c � "� =I ® BEDROOM "CATS" AT MID SPAN. 18' 18 I I N r� _x I o op - O O I / I I I r - - SIMPSON p D``' NI I - - n (9,-0" CLG. HT.) ir w PROPOSED JEL_ 8 W. B. I I I N a x I O \ Q o I 1 w EGQ7.25-SDS3 co r- �= N L"a - - o a GRAVEL LL - - T 24 B. � mDRIVEWAY 24" 24" (3) 1 3/4" x 11 7 8" LVL'S + HANGER OR EQUAL �' c "' I`� - - BILCO STAKWEL OaEL. 25'-7" SLAB N 6x6 W I g 2 1" x 11" STL. PLTS. N 0 FLITCHED GIRDER \ O N I - - AREAWAY W o ir 25'-8" PSL POST O io - - - (3) 2x4� o to CLEAR DOME 1 0_ +`' iv W 18 x 35 STEEL GIRDER - -1 F'- - POST x r) COVER BELOW o) CO - - - FLUSH I FLITCHED GIRDER = ® BP_ - BP a to " , 18" 18" 24" ( # ) STL. WEB � — - — � Li cv `"' 3" x 3" x 1 4 STL. W 2 x 8 TOP PLT. L= 25'-10" I I BETTER HEADER 88 to �;, STRUCT. TUBE A500 1 3" x 3" x 1/4" STL. W. B- io I B. - STIFFENER r` POST BUILT - - CASED SD \' N GRADE B COLUMN STRUCT. TUBE A500 0 w I I- - I REQ'D. N -IN DN 16R > HT.= 8'-9"t I GRADE B COLUMN o z � I I rn ao OPENING HT.= 8'-9"t B I I x J (2)2x10OHD 2)2x10 HDR. VI II = v o o I I I pI �6'� \� _ BP r l < T) o I o NOTE: RATED CLG'S. 3 1 ,o 1 10 I I `J o 'd N c. I & WALLS W/ 5/8" 1 30" L.P. GAS tW.,I ,B., L_ - 4„ 2.-4„ M N ti� LLB �- o — — I W.I.CL. z (n o =I \ = TYPE "X" SHEETROCK RANGE / OVEN � 2 CO v W o, -i IN GARAGE AS W/ EXHAUST ( ) 1 3/4" x 11 7/8" LVL HDR. (9'-0" CLG.) oo I x 1 = L: PER N.Y.S.R.C. R-302.6 HOOD c3� - _ - - - — — - 1 !� \ \ m J " " o TIGHT TO PLATE 1 9'-8" I 1 (n I— z ao ® cn co �' 6'-0" 4'-0" N a' n r- o o 3" x 3 x 1/4" STL. �o I oo m I LIJ ILL: STRUCT. TUBE A500 24 S B p z 6, I N o N o t 10 p GRADE B COLUMN x - N o FOYER o� 11 o v= v= n6 I � 0 h E.F. 1 F- 1 v I ( N oU FROM CELLAR ro '\ � N io (9'-0" CLG. HT.) CL. I z \ HT.=19'-5"t I "' 3B., ® SUB-FL. EL. 27'-6" I (2)2x10 HDR. Ll 25'-0" - io 2604 , -- 7'-2' I 0 L — iv co ® , 2'-4" n 9'-2" I I - - 0 L 1 (3) 2 x 10 HDR. (3) 2 x 10 HDR. DINING ROOM 2' 0" 4'-0" z \ r (9'-0" CLG. HT.) o BP u C BP U a 1 m I o (2)2x10 HDR. CX24 CX24 BEv. (2) 1 3/4" x 9 1/4" LVL HDR. I 0 a N MASTER I CW135 13'-6" 12" ,gyp 12" i� BATH - 0 o S.L. 600��. S.L. (9'-0" CLG. HT.) Q I010 0 ov' I . 1 1 , SEAT(D a I (2) 1 3/4" x 9 1/4" LVL HDR. (2) 1 3/4" x 9 1/4" LVL HDR. COVERED PORCH CX14-3 MULLED o, CX14-3 MULLED � 4 x 4 ACQ STONE PAVERS AS SELECTED a, POST WRAPPED BY OWNER ON THINSET OVER - = W/ 1 x VERSATEX cn o � v P.C. PATIO SLAB PRE-FAB FIREPLACE: _ w o TRIM w/ 1 x 6 CAP b o TOP OF STONE -4" FROM 36" U.L. RATED PRE-FAB. L.P. O N o. & 1 x 10 BASE SUB-FL. cD I I o_o in (TYP. FOR 2) co m GAS DIRECT VENT FIREPLACE BY Q = w o w x = I HEAT&GLO MODEL #SL-5/5X OR 1 p o a `O a A cO a ® (O AS SELECTED BY OWNER n to p uj O INSTALLED AS PER w w 8 MANUFACTURES SPECIFICATIONS o (3) 1 3/4" x 9 1/2" LVL PORCH GIRDER R.O.= 37" WIDE x 35" HIGH O o� uj DN 3R Q 6x6ACQ POST WRAPPED W/ 1 x VERSATEX 1 - TRIM W/ 1 x 6 CAP O & 1 x 10 BASE O 1 3/4" COX 2 x 10 NAILER ( B (TYP. FOR 6) I I I I 0PLYWO ^II SUB-FFLOOR STEEL WEB-STIFFENERS 1 8 I I I I LL \ REQUIRED 0 FLITCHED BEAM g" 13'-0" 1'-6" 12'-0" V-6" 12'-6" 9" Z c Q cn Q 11 7/8" s r yip fl--- o 0 TJI FL. 1 :�`G' C I 7'-7' 10-4 7'-7' 7'-3" pl JOISTS 7'-3" 6'-9" 6'-9" 7'-0" 7'-0" 25'-6" �vl �> a 14'-6" 13'-6" 14'-0" 7'-6„ is ,�„ 1 2 2- 2 7 11 I W 10 x 39 FLUSH 3/4" STEEL PLT. 11 1 STEEL F.J. / GIRDER 75'-0" OVERALL FLAG CONNECTION '�` II I PROPOSED �_ / No. 18488DRAM B TO COL. BEYOND �I I 3"x 3"x 1/4" STRUCT. II I y , �C / _' PAC STL. TUBE COL ® WALL BEYOND -�`-- - ' FIRST FLOOR PLAN DATE 11 /9/2 2 1/4"=1'-0" 1,592 S.F. PROPOSED LIVING AREA STEEL FLUSH FLOOR 620 S.F. PROPOSED GARAGE AREA 0 AS PER OWNER 5/14/24 PAC SHEET# 1 327 S.F. PROPOSED COVERED PORCH AREA JOIST Z GIRDER DETAIL 325 S.F. PROPOSED COVERED DECK AREA 0 FOR BIDS 5/24/23 PAC 5 3/4 =1 -0 5 10 FOR H.E.R.S. 4/3/23 PAC 11 i EMAIL: S LEGEND: info@cgarten.com NEW 4" WALL TO BE CONSTRUCTED NEW 6" WALL TO BE CONSTRUCTED -� �W BEARING WALL ("CATS" MID-SPAN) E B SECTION SECTION MARK 2 DETAIL DETASHEEIT # w 75'-0" OVERALL # PROPOSED U SD SMOKE DETECTOR ry L1 7'-0" 11'-6" 7'-0" 48'-2' -4 1 CARBON MONOXIDE / SMOKE / r�® DETECTOR COMBINATION v �' 11'-8" 9 0)'-9" 15'-1' 9'-4" 2'-4" I— Z CD Do L;BP BEARING POINT POST ABOVE H- Lc-) — LLJ I POST BELOW W L.L_ O Z C BP■ BEARING POINT POST ABOVE & BELOW In 8 z 50 CFM ENERGY STAR EXHAUST FAN IO U -1 O B E.F. VENTED TO EXTERIOR O Z co 8 (� n00 F.R.S.C. 3/4 HOUR FIRE RATED r1/ Q SELF CLOSING DOOR IJ_ W A = Q 8 U I O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (3) 2 x 10 GIRDER — BELOW r — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 12 12 o SMOKE & CARBON I 12 12 �� I s, I w MONOXIDE (DETECTOR NOTE: sn o I I 3 SMOKE DETECTORS AND CARBON MONOXIDE I I I I d D �� DETECTORS SHOWN ARE AS PER N.Y.S.R.C. CODE 1'-0" I 2 x 10 R.R.'S N 2 10 R.R.'S 2 I oo of P. x ob o - 1 -6„ SECTIONS R-314, R-315 AND SECTION 915 OF THE O.H. I I ® 16" O.C. x ® 16" O.C. coI 1 N ® BEOLOW 5\� + Q 4 N 0 H INSTALLED AND LNKEDLAS P RCTORS CODE.SHALL BE N k I N I EGRESS WINDOW NOTE- I I `n, 2 x 8 R.R.'S v I w ^� I w EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE o = I ( ® 16" O.C. AS PER N.Y.S.R.C. R-310 - WITHIN 44" OF FLOOR - 5.7 S.F. MIN. OPENING 0 2ND. FL. p I I 1 CW 125 I I CX135-3 MULLED EGRESS CW135 CW135 _ - 24" CLE RI N.HEIGHT(NG& 0"1CLEAR WDTG}R{ADE - - - - - - - - - - - o -N -� - - - - - - - - - - - - - - - - - `- - - - - - - (2)2x10 HDR. (2) 1 3/4" x 9 1/4" LVL HDR. (2)2x10 HDR. (2)2x10 HDR. 1 TEMPERED CLASS NOTE: CX135-3 MULLED I I I TEMPERED GLASS SHALL BE INSTALLED IN HAZARDOUS o �,Q I I o m LOCATIONS AS PER N.Y.S.R.C. R-308.4 o (3) 2 x 10 HDR. G�` I o1 m _ CL. I 1 I - LESS THAN 18" ABOVE FLOOR ln o I 8'-1" Lq n D BATH #1 I I o - WITHIN 2'-0" OF DOOR - LESS THAN 601" ABOVE SHOWER TUB "WET" AREAS a ® WALL HT. <<F� (8'-0" CLG.) / O 13'-0" - LESS THAN 36" ABOVE STAIRS / LANDING 5'-0" — C " BEDROOM 2 �� I _ — � # � I SHEAR WALLS: °D CO 8'-0" CLG. HT. ` 2'I-0" a 5'-0" i 5�-0" I x ® ( ) I p_ - KING ci SHEAR WALLS SHALL BE PERFORATED SHEAR WALLS WALL HT. WALL HT. PU DOWN E.F. I N zQ- — BED o AND SHEATHED WITH 5/8" CDX PLYWOOD FOR THE A I , LIN. OR _ FULL HEIGHT, FASTENED AS PER NAILING Q 00 tO REQUIREMENTS SHOWN ON THIS SHEET WITH 2 x 6 BELO "� � � I - - x - - - - - - - 25'-0" - - - - 5' 0" 2'-0" 6'-0" ° 13'-10" �* 3'-4" N ® "CATS" AT MID SPAN. U.L. RATED FLUE---I STORAGE VAN. $p PIPE FROM GAS - - 14'-4" � = F o LINE OF CLOSET 66� I 66e FIREPLACE - CLG. SPLAY �, 'L 3 1 3/4" x 16" LVL FLUSH CLG. HDR. \ cO N In 0 xLo Q ATTIC t° cO (2)2x10 HDR. (2)2x10 HDR. BEARING WALL - - X N L� x a J 30"x54 3 2x4 3 2x4 x d d- J M »— ( ) Q o U N o ® (UNHEATED & STAIR ��661 d CO POST A;D:N16R POST JR. MASTER M U Q o �/ N UNFINISHED) of N I LINE OF I /�7'-4"� I 4" SD BEDROOM LINE OF -. �' V) 00 LG. SPLAY - - - - - (2)2x8 HDR. (8'-0" CLG. HT.) CLG. SPLAY o a w to 0' j.r� I — �� 2 C3 o M to w I—C — — — I � — — — — — — CL. �� o axo 1 �6� 00 to — I 1 o� 0_ U W N — o - - - - - �� U t N x 7-g N Z 5'-0" I i N m0 N ® w WALL HT. I I (2)2x10 HDR. x ® 5 WALL HT. � �o�' sD N LOFT � (n I— I 0 1 (8'-0" CLG. HT.) I W.I.CL. 6� W I Z o to V) 8'-6" 5'-0" 13'-6" I 5'-10" 0j 6'-10" W � 0 F— WALL HT. I a N a Z or' 0 3 I 13'-6" I �- - - - - - HDRB - lxllzzll 3 I I W (3) 2 x 10 HDR. O = W I I 7'-2 1/2" I w I o ,� Ln _ Q to J PLT. HT. i� ?s m I I U- N� x ¢ s� mm a 0 I n `l 0Lnry I N CX135-3 MULLED N ® 0 1 0 1 (3) 1 3/4" x 11 7/8" LVL FLUSH HDR. I ° (-) (-o 0 ® xL - - - - - - - -- - - - - - - - - - - - - - - - - - - � # 6 I ` —fIz' — — — — — — i POST > ® 1s" O.C.o (8-0 I co CLG. HT.) (2) 2 x 10 HDR. o - - - - - - - ) I I I JR. 00 3'-0" a o 1 CX135-3 MULLED I- -{ `i MASTER r 0 0 2 x 8 c.c.'s I `° BATH \ N I ® 16" O.C. o o a n INSULATED AT STAIR BY `'' I (8'-0" CLG. HT.) o N I FAKRO OR EQUAL W/ j� I o ° INSULATED ATTIC STAIR /' 1 n E.F. TENT AS PER CODE. (2) 2 x 10 HDR. _ (2) 2 x 10 HDR. (2) 2 x 8'S m ALL SIDES v OF 30" x 54" R.O. AT 2ND. CX14-3 MULLED EGRESS �b J CX14-3 MULLED FLOOR ^ �GF I FIRE-RATED ATTIC STAIR BY 1 (n ci } ,P 12 L+ I FAKRO OR EQUAL AS PER CODE W/ 1 3/4" x 11 7/8" 1 p �b Off, 12 x ] -7 - ROOF sn V 1 LVL ® ALL SIDES OF 30" x ,� (t 7 F� �� BELOW O 54" R.O. AT GARAGE I d A I N x ® M 2x6R.R.'S `t co to N 2 x6 R.R.'S - I 8 I 0 16" O.C. 0 16" O.C. N ® I Z - (3) 1 3/4" x 9 1/2" - LVL ORCH - - GIRDER - Q - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - a- I � 0 O O w LL_ l l B C Q r— z 0 w � U � 5-6" 5'-6" 7'-3" 7'-3" 6"-9„ 6'-9„ 7'-0" 7'-0" Q LLJ U Of 7'-6" 11'-0" 7'-0" 14'-6" 13'-6" 14'-0" 7'-6" -� 75'-0" OVERALL t��,�<r, Y PROPOSED ' C) 22— 27 `� „a. P A C ..�M1� Jo. 1II1II8 `n.'/ OF DATE SECOND FLOOR PLAN DA DA /9 /22 1/4"=1'-0" 1,195 S.F. PROPOSED LIVING AREA Q AS PER OWNER 5/14/24 PAC SHEET# FOR BIDS 5/24/23 PAC 6 10 FOR H.E.R.S. 4/3/23 PAC 11 EMAIL: 6" MIN. info®cgarten.com 12" RECOMMENDED 4" VENT THRU ROOF 4" VENT THRU ROOF $ LEGEND: I I ROOF I! 1 FROST CLOSURE NOTE BEARING WALL BELOW RESIDENTIAL CODE OF 1 3' 13- N.Y.S. P3101.2: WHERE THE 97.5-PERCENT NEW BATH #1 VALUE FOR OUTSIDE DESIGN 4 SECTION SECTION E TIO MARK JR. MASTER BATH TEMPERATURE IS OF OR LESS, SHEET C I VENT EXTENSIONS THROUGH A G _ _ 2' _ _ ROOF OR WALL SHALL BE NOT 7 r r- _ 4" -1- — — _T l — — — LESS THAN 3 INCHES IN 2 DETAIL DETAIL # Z I— I 2• 1 1/2" 1 1/2" 2 I 1 I I 11 1/2' THE SIZE SHALL BE MADE 3 SHEET # LLJ I 1 1/2"1 A I NOT LESS THAN 1 FOOT WC AV I AV I I I WC I INSIDE THE THERMAL U I 1 I 1 3• ENVELOPE OF THE BUILDING. POST BELOW 2ND FL. I SH. SH. 1 C.O..", L2- �3_ 2" I I C p 2" 3" 2' I ROOF EXTENSION NOTE CD LJJ r r� 1I I 1 RESIDENTIAL CODE OF v F-- Of Z OOp 3" 1 2' 4' I 2' 4" OPEN VENT PIPES THAT F- Lo 1 EXTEND THROUGH A ROOF W — W of SHALL BE TERMINATED NOT Q IZt MASTER BATH LAUNDRY POWDER KITCHEN WET BAR LESS THAN 6 INCHES ABOVE 1 THE ROOF OR 6 INCHES 2" 2" _ _ _ 2• ABOVE THE ANTICIPATED F L — 2' SNOW ACCUMULATION, Q o — — 4" 1 1/2" — 1 1 1/2"— — — — 1 1/2" 4" WHICHEVER IS GREATER. 1 1/2"I 2� 1 1/2"1 HOSE 11 1/2" 2' AV AV AV TV DW I S � U O O (o wp I w I we ry F- — -� 3" FAI ABOVE GRADE 1ST FL. SH. a C.O. C.O. :?" 3" 12- C.O. U C.O. C.O. I TO EXISTING 2• 4„ S.C.D.H.S. C 4" APPROVED $ 4" PVC ® 1/4"/PF 4" C.I. SANITARY SYSTEM B 8 CELLAR PLUMBING RISER DIAGRAM Tw _ O Z— j< ('o �O 1 N.T.S. . — — — — — � — A — — — — — — — — — — — — — — — — — — — — — — — — — — — — (3) 2 x 10 GIRDER — BELOW SIZE OF TRAPS FOR PLUMBING $ I 1 FIXTURES I I 12 12 J I 4�Q AS PER 2020 N.Y.S.R.C. TABLE P3201.7 I 12 12 �Q I ��" o I Q I I 0 d N1� Im PLUMBING FIXTURE* MINTRAIMUM ( BATHTUB (WITH OR WITHOUT SHOWER HEAD I I w 2 x 10 R.R.'S I I o ROOF `\ '-D a0 c0 _ \ e + 1 1/2" � �V\ � 12 x O.H. AND/OR WHIRLPOOL ATTACHMENTS) I I o @ 16" O.C. I x ® BELOW �1 BIDET 1 1 4' I 2 x 10 R.R.'S I N ` a 4 N CLOTHES WASHER STANDPIPE 2' I DISHWASHER (ON SEPARATE TRAP) 1 1/2 ® 16" O.C. `Vx 2 x 8 R.R.'S v I W FLOOR DRAIN 2" KITCHEN SINK (ONE OR TWO TRAPS, WITH OR I I N I I o = ® 16" O.C. 0 WITHOUT DISHWASHER AND FOOD WASTE 1 1/2" I I I I O DISPOSER) Tl LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 1 1/2" LAVATORY 11 4 - - - - - � _ - - - - - - -I -- ---- -- - - - - - - - - - - - � - - -I� - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SHOWER (BASEDON THE TOTAL FLOW RATE THROUGH I r- - - - - - - - - - - - - -'i 0- - - - - - - - — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��-I I SHOWERHEADS AND BODYSPRAYS) N I FLOW RATE: 1 1/2" 5.7 GPM OR LESS 2" I N — — — — — — — — �Xe I I MORE THAN 5.7 GPM UP TO 12.3 GPM _ _ _ _ _ MORE THAN 12.3 GPM UP TO 25.8 GPM 3' I I I — — — 1 + I I �� MORE THAN 25.8 GPM UP TO 55.6 GPM 4' I I I I I 7> N ` I - - _j O ND p 2'-8° I L - - - - — o d - - - - - o N D (nLi W �Id JN N ® �] O �GF N ® ND I I N I �'Ico 0 o L NEW RHEEM ELEC. SPLIT I I ® I I X 9!!F A/C AIR HANDLER #2 PIPE RATED ASE I I Q N N ® J RA1418AJ1NA N FIRE PLACE 1 2 21 w HUNG IN ATTIC CA l I Q Lo I (2) 2 x 10 NAILER W I zo-) „ „ BEARING KNEE WALL BELOW BEARING KNEE WALL BELOW I I Ld `— I 1 3/4 x 14 LVL RIDGE BD. �/ Zl =/T 7- / �/= �/= 21 /= �/= �/= /= =� 1 3/4 x 14" LVL I 0 _ ROOF SPLAY — — — _ ROOF SPLAY RIDGE BD. I ( (n I z I (2) 2 x 10 NAILER NEW RHEEM ELEC. SPLIT I AIR-HANDLER #2 I ROOF CRICKET Wi I mo A/C AIR HANDLER #1 W/ ICE-SHIELD I I O I= RA1424WJlNA L - - — J FLASHING I I z z i +RCF2417STAVUA HUNG IN ATTIC 1 3/4" x 14" LVL RIDGE BD. v 1 1 0 W � 0 V-0" LC) — FLYING i N v - - - - - 0 I FLYING O Ln ry GABLE I I o 0 o I I �n a� x I I GABLE N 0 o ��-1 I AIR-HANDLER 1 1 N gi p¢ r� cj N N ® 1 U O P� �J N w /1v J o a- - - — - - — x — - - — — — OQ J I __j c� w — — — — —c. N - — - - - - I 0 � ' �< �+ ROOF SPLAY of o ®o +-1O _O N ®oo�� 1° n oti N ® I - - - - - - - i l L — - - — — - - — I o I I +� w �� N ® � ! I I o �� P 9T a N m io��I N 2 X 10 R.R.'$ 12 `9!!F L — I x 2 x 10 R.R.'S x o °' _ _ _ _ _ _ _ 1 - - - - - - - - - - - - -oo- - - - - - - - - - - - - - - —I I 12 N ® 16" O.C. L N ® ® 16" O.C. o �14 I - - - - - - -J 14 9<< I — — — — — — — — — 14 12 � 12 `�'` I °� 04 x I o = I x 1 o I 2 x 10 R.R.'S �14 l I o = I N 2 x 10 R.R.'S I 1'-0" ® 16" O.C. o ( ® 16" O.C. O.H. I I I I I L — — — — — — — — - - - - - - -- � I I L- - - - - - - - - - - - - - - - - J I Z a l < (n METAL STANDING SEAM I Lil a '` cD w I ROOFING AS SELECTED }mm \w 12 x 12 <<t�` ROOF }m Q ATTIC NATURAL GAS PIPING NOTE: BY OWNER I w N U ^ �`� 7 7 �s BELOW N Lj I 7� O GAS PIPING SHALL BE BLACK OR O '1 O I z Q O GALVANIZED LONGEST AND SHALL BE A : 2®166" 0.CS N� co n i Q SIZED BY THE LONGEST LENGTH � co � 2 x 6 R.R.'S fO METHOD BASED ON THE INPUT $ x - RATE OF THE APPLIANCES. ALL N ® ® 16" O.C. N ® II WORK SHALL BE PERFORMED IN I (3) 1 3/4" x 9 1/2" _ _ LVL PORCH _ _ GIRDS � BELOW _ �r ACCORDANCE THE 2020 RESIDENTIAL W CODE I I OF \ 2ND. FL. OF N.Y.S. — — — — — — — — — — — — — — — — — — — GREAT ROOM KITCHEN NEW L.P. GAS OUTDOOR _ O r J — — — Z (n BBQ CONNECTION - o NEW (BTU T.B.D.) --"` O U s/o L.P. GAS S/o S/o o VALVE (BTU T.B.D.) VALVE VALVE �RU' Lrl � 1ST FL. NEW CD L.P. GAS FIREPLACE: S/0 8 $ Z r. t } ;;I� }� 22- 27 13,000 TO VALVE 25,000 BTU) MECH AREA r"�` do. 18188 "' DRAWN BY 1"0 STEEL PROPOSED L.P. TANK PIPE (ABOVE GROUND OR UNDERGROUND AS v� NEW L.P. N c- `G / P A C GAS D.V.LER S O SELECTED BY OWNER) (13I0 0 TO VALVE SIZED AS PER BTU CELLAR 130,000 BTU) REQUIREMENTS ROOF FRAMING PLAN DATE 1/4"- 11 9 2 2 0 AS PER OWNER 5/14/24 PAC SHEET# GAS RISER DIAGRAM 0 FOR BIDS 5/24/23 PAC 7 N.T.S. 10 FOR H.E.R.S. 4/3/23 PAC 11 i EMAIL: info@cgarten.com 1 3/4" x 14" LVL RIDGE 12 2 x 12 RIDGE BD. / 12 1 3/4" x 14" LVL RIDGE (2) 2 x 10 / 2 x 10 R.R.'S ® 16" O.C. FLUSH HDR. 12 2 x 4 COLLAR TIES 0 32" O.C. W/ JST, 2 x 10 R.R.'S ® 16" O.C. 2 x 6 COLLAR \ d 4 SIMPSON H2A CLIPS HANGERS 12 1 _p" TIES 0 32" O.C. ATTIC ® EA. R.R. TYP. _ TOP OF KNEE WALL z \ _ Q4 SIMPSON H2.5A CLIPS FLYING / � — - - - - - - - - - - - - - - - - - - - - - W 12 — — — 0 EA. R.R. WHERE GABLE / SPLIT ELEC. \ \ �r 4� \ H2A CANNOT BE AIR KNEE WALL \ 2 x 12 RIDGE BD. BEYOND 2 x 10 R.R.'S / INSTALLED / / HANDLER #1 �-30-— — — — — — — — — — — — — — — — — --1 0 16" O.C. 2 x SOLID BLOCKING 1 � qFt2xl TOP OF PLT. BOT. OF C.J.'S BETWEEN RAFTERS 0 PLT. I I > Q W/ INSULATION BAFFLES I TYP. — TOP OF PLT. 0 0 / \\\ (3)2x10 BOT. OF HDR.'S TOP OF PLT ® GABLES (2) 2x10 — — — — — — — — — \ \ I-- HDR. / 2 x 6 COLLAR TIES \\\\\ HDR. BOT. OF HDR.'S - HDR.= _ _ _ _ _ _ _ _ _ _ — I I - — BOT. OF HDR.'S Z 00 / ® 48" O.C. \ 2 x 8 C.J.'S I I _ J F- I \ L>J w cr- �_ 2 x 8 LEDGER BD. W = \ = z 0- \\\ CX135-3 \ N vv)i iV w A35 CUPS 0 EA. R.R. CX14-3 ci I I \ \ R-21 _ w CX135-3 /// ATTIC \\\ O O \ 0 2 x s R.R.'S ® 16" O.C. J FLYING \_ 0 Q .-. (L BEDROOM #1 `� CL. HALL I I 2068 BATH #1 BAD o (UNHEATED & o a 00 a- `1 � � � I I 2 x 6 COLLAR I GABLE j I w I-- O Z c0 UNFINISHED) I 12 r o_ LVL PORCH GIRDER W/ R-21 00 I I \\\\ TIES ® 32" O.0 co °° (/•) � F- 00 12 cn SIMPSON H2.5A CLIPS \ \ < 12 0 EA. R.R. t2 BATT 3/4" CDX T&G i i Q PLYWOOD \ = Q Ld 4 TOP OF SUB-FL. TOP OF SUB-FL. 4 SUB-FL. \ 6-30 TOP OF SUB-FL. U 11 7/8" TJI / 230 F.J.'S 0 16" O.C. TOP OF PLT. TOP OF PLT. 11 7/8" TJI / 230 F.J.'S ® 16" O.C. 11 7/8~ TJI / 230 F.J.'S ® 16" O.C. — — _TOP OF PLT. STIFFENER 2 x 8 C.J.'S 1 (2) 1 3/4"x9 1/4" (3) 1 3/4" x 11 7/8" LVL'S WEB BOT. OF HDR.'S LVL HDR, + (2) 1" x 11" STL. PLTS. AS REQ'D. (3)2x10 ® 16" O.C. (2)2x10 BOT. OF HDR.'S TJI / BLOCKING W 18 x 35 1 -3 I FLITCHED FLUSH GIR. W/ HDR. HDR. — AS REQ'D. 0 WALL I I STEEL GIRDER 8 0 H JST. HANGERS III ABOVE I I SEE DETAIL SOT. OF HDR.'S ( ) 0 GARAGE 0 2 x 6 C.J.'S CX14-3 x (BETTER HDR. #88) III 6 x 6" PSL 2—CAR I I �* w ® 1s~ o.c. I I 2 x 6 STUDS POST 0 WALL o WINDOWS W o I I _j DINING I II I MUD N GARAGE a I I NOTE: RATED CLG'S. ® 16" O.C. N N a N 6 x 6 ACQ STEEL GIRDER & o I a 1 POST WRAPPED I I COVERED o ROOM COLUMN BEYOND I II I KITCHEN CASED ROOM CX235 T o Li I I & WALLS W/ 5/8" o o � a W/ 1 x VERSATEX I OPENING a� a TYPE X" SHEETROCK - I TRIM W/ 1 x 6 CAP I I PORCH o � � I I IN GARAGE AS o & 1 x 10 BASE I I N o I I PER N.Y.S.R.C. R-302.6 (TYP. FOR 6) I I R-21 I II R-21 BATT I II BATT TOP OF SUB-FL. TOP SL OF TOP OF SUB-FL. — 11— SLAB — 0 11 7/8" TJI / 230 F.J.'S ® 16" O.C. 11 7/8" TJI / 360 F.J.'S ® 16" O.C. TOP OF WALL TOP OF WALL \� TOP OF WALL R-38 R-38 n — — ellTOP OF WALL \\/\ u ® FRONT PORCH ®CELLARETEOLING 7/8" (2) 1 3/4" x GATT BATT (2) 13/4" x1178 2 2x6 ACQ TREATED SILL I 4" POURED CONCRETE FLOOR TYPICAL 5/8"0 x 12" GALV. F. I I CO STONE OVER 4" P.C. CLEAN \/�\ .� AS PER N.Y.S.R.C. 302.13 LVL GIRDER 11 7/8" LVL, �' ( ) SLAB W 6x6 W2.0 X W2.0 ANCHOR BOLT ® 35" O.C. & 12" PORCH SLAB W 12" (SEE PLAN) GIRDER PLATE W COPPER TERMITE / a / COMPACTED / W.W.M. PITCH -3" TOWARD O.H. MAX. FROM CORNERS W/ 7" MIN. I I TOP OF FTG. . HAUNCH O FRONT FILL i SHIELD OVER STYROFOAM GARAGE DOOR TYPICAL EMBEDMENT INTO CONCRETE I I 0 GARAGE w w SILL SEALER 3068 FRONT WALLS p � o 3 1/2"0 STRUCT. 2 I I — . — 1 0 DAMPROOFING BELOW A501 GRADE B STL. 1 $ :• , •., I I p GRADE TYPICAL .I COLUMN ON A o CELLAR 8" P.C. FOUNDATION WALL x I =— 28" x 28" x 12" 1 9'-0" HIGH W/ #6 REBARS - — — TOP OF FTG. — P.C. FTG. °' VERTICAL ® 32" O.C. ON A — I STEP FOOTING TYPICALI I — —I� ® FRONT PORCH 2 x 4 CONTINUOUS KING EYWAY I J o I OVER CLEAN 6 MIL.AND�R , •<:• & (2) #5 REBARS. I I �- - - I N VAPOR BARRIER I— - - - - - - - - - -'- - - - - - - - — — - — — - - -- - - I-i- —I - - TOP OF FTG. — I I — — I' TOP OF FTG. L �l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - � - -I �- � — � - - -I- - -1 '- - - - -L - � rA SECTION B SECTION W 1 3/4" x 14" LVL RIDGE 01 2 x 6 COLLAR TIES 0 32" O.C. TYPICAL 6" WALL 11 7/8" TYPICAL STANDING SEAM U Q � 0 z 12 2 x 10 R.R.'S ® 16" O.C. TJI FL. ROOF CONSTRUCTION: CONSTRUCTION: W 1 _ JOISTS TYPICAL SIDING AS NOTED OVER "TYPAR" z TYPICAL ALUMINUM ROOFING PANELS � 12 12 AS NOTED OVER 15# BUILDING FELT HOUSEWRAP OVER 5/8" SHEATHING OVER 2 x 6 W OVER ICE SHIELD OVER 5/8" COX STUDS 0 16" O.C. W/ R-21 HIGH DENSITY 0 12 PLYWD. SHEATHING OVER RAFTERS FIBERGLASS BATT INSULATION AND 1/2" GYPSUM 2 x 10 R.R.'S - 2 x 8 NAILER AS NOTED WALLBOARD, TAPE & SPACKLE. 0 16" O.C. 5/8" TYPE 'X' W FIRE RATED 0 12 2' 0' O - 1 a ATTIC \\� �9 � 2 x 4'S PER CODE TYPICAL AS TOP OF KNEE WALL ICE SHIELD UNDERLAYMENT REQUIRED FROM 2 x 6 R.R.S ON-FLAT ROOF W — ' — LOWEST EDGE OF ROOF TO A POINT 24" 12 U7 — MIN. (0 7 PITCH OR LESS) FROM FACE OF 4� 0 16" O.C. 0 16" O.C. GIRDER 35 STEEL CONSTRUCTION: EXT. WALL INTERIOR AS PER N.Y.S.R.C. E�LO SPLIT ELEC. TYPICAL ASPHALT ROOFING SHINGLES AS 0 905.1.2' (TYPICAL) AGE SN KNEE AIR HANDLER I I (2) 2x4 PLT. NOTED OVER 15# BUILDING FELT OVER U CO O rn / WALL #2 BATT I I ON C.J.'S II II ICE SHIELD OVER 5/8" CDX PLYWD. 2 x 8 NAILER SHEATHING OVER RAFTERS AS NOTED ® BOT. II 3"x 3"x 1/4" STRUCT. BOT. OF C.J.'S STL. TUBE COL. � TOP OF PLT. _ II — — WALL BEYOND (2)2x10 TOP OF PLT 0 GABLES 2) 1 3/4"x _ , 9 1/4" LVL 2 x 8 C.J.'S 1 I HDR. — ' BOT. OF HDR.'S HDR. (3) 1 3/4" x ® 16" O.C. 11 7/8" FLUSH ROOF HDR. I I LINE ' cn STEEL GIRDER _ I I CX135-3 ROOF OBEYOND O 0 F Ld N CX135-3 a 2 x 10 LEDGER BD. W/ 5068 oa o BEDROOM #2 2868 LOFT 12 BUILD—OUT DETAIL 1 1 A35 CLIPS 0 EA. R.R. DBL. ( I o 1 �j O 00 a / co 0- cD 12 I I 1 3/4" x 7 1/4" LVL RIDGE �` w 8 3 4"-1'-0" 2 x 8 R.R.'S 4 R-21 TJI/SOLID I I R-21 1'-0' lJ 0 16" O.C. BATT BATT BLOCKING I I FLYING HANDRAIL NOTE: _TOP OF SUB-FL. AS REQ'D. \ \ GABLE TOP OF SUB-FL. 11 7/8" TJI / 360 F.J.'S - J® 16" O.C. 11 7/8' TJI/230 F.J.'S 0 16" O.C. ALL HANDRAILS & GUARDRAILS SHALL TOP OF PLT. _ TOP OF PLT. COMPLY W/ N.Y.S.R.C. R-311 & R-312 TOP OF PORCH GIRDER (2) 1 3/4"x _ (3) 1 3/4"x III 11 7/8" LVL (2) 1 3/4"x 3' HIGH BOT. OF HDR."S 14" LVL HDR. �— HDR_. _9 1/4" LVL BOT. OF HDR.'S TYP. RAIL — -- 1'-3" 2 x 6 C.J.'S HDR. (3) 1 3/4" x 9 1/2" — I ® 16" O.C. I I LVL PORCH GIRDER W/ I I 0.H• I I 5 — F SIMPSON H2.5A CLIPS I I 4" P.C. Ip �r I I (3) 2 x 10 GIRDER J J = 0 EA. R.R. LANDING I \ N ON GRADE cn 6 x 6 ACQ I J II I I O TOP OF TYP. WALL O o- iv POST WRAPPED _ GREAT N a — COVERED 20;P I I 2870 oe o COVERED I I N °' w j W/ 1 x VERSATEX I I 5070 0 m GRADE "a) 0- TRIM W/ 1 x 6 CAP PORCH _I ROOM DBL. 1 FOYER PORCH °° N & 1 x 10 BASE I I a' I I //\// z (n (TYP. FOR 4) I I I TOP OF CELLAR /�\/\\ STONE OVER 4" II STONE ON 4" < i \ U 0 I I I ( P.C. PORCH SLAB I ENTRY END WALL \/ PORCH SLAB " P.C..C. 36" L.P. ON COMPACTED 3 \/ \ (3) 2x10 HDR. HANDRAIL z GAS F.P. I z / ��\\ I— J TOP OF SUB-F'L. HAUNCH ® REAR & SIDE FILL — o 0 TOP OF TOP OF SUB-FL. 11 7/8" TJI / 360 F.J.'S — 0 16" O.C. SLAB o COMPACTED 11" W U z _ FILL TREAD TOP OF WALL o M N 3068 O TOP OF WALL R-38 \ — — /\ R-38 ° BATT " // // — —�/�� a P.C. STEPS & TOP OF WALL 11 \ \/ // / BATT 1/2" SHEETROCK \ \\ \//\//\ 11 TOP OF WALL r` 4'-p" / \ \ \ \ \/ \ \ \ — — c® FRONT PORCH 4" P.C. LANDING /c� 0 PATIO \ \\, ' LEAN ��\\ / . 0 CELLAR CEILING (3) 1 3/4" x 11 7/8" / I //\//\/ LANDING FILLPACTED / /\ 1 AS 302PER N.Y.S.R.C. LVL GIRDER \\ /\/\ . \/. (SEE PLAN) /' PROTECT WOOD IN \//\/ I ,� 3" P.C. CURB U rPI 7 Z -� F.D. A� I \ \ PROTECT WOOD IN '� ii � `�. � � �; 2 2- 2 7 / CONTACT WITH 1 J CONTACT WITH I _ I CONCRETE W/ CONCRETE W/ I W TOP OF FTG. y^`'""'a;} 1° w [ 3 1/2"0 STRUCT. ICE-SHIELD FLASHING - N c a - IN rY - rn ICE-SHIELD FLASHING I o , — — — — — — L — �' ~ DRAW p O TOP OF FTG. A501 GRADE B STL. 0 1 F-I- �- CELLAR COLUMNS ON A I I 1 4"0 PVC PIPE N f , ado. 18488 P A C ao ® REAR PATIO F1— — — — I. CLEAN I O TO DRYWELL L— — �) — — r — — / •• •. I 36" x 36" x 12" I° COMPACTED a TYP. — —L— \\� ',c��--- a I TOP OF FTG. f— L — — — �- — — P.C. FTG.S W/ #4 FILL I TOP OF FTG. — — — — — — — — — I `��op NrC_\" I 4" P.C. SLAB OVER " �' I — ® FRONT PORCH PITCH 1/8' / FT. - DATE REBARS ® 6 O.C. TYPICAL ` — —I L — —I,ItI• OVER 6 MIL. EA. WAY DAMPR( GRADE TYPICAL BELOW � . :• — STEP FOOTING — —I L — —I I — — — — o 11 /9 /2 2 VAPOR BARRIER _I_ I TOP OF FTG. `" Q AS PER OWNER 5/14/24 PAC SHEET# TOP OF FTG. MAX. — — — — 2 CELLAR ENTRY STAIR DETAIL FOR BIDS 5 24 23 2 0 / / PAC 8 C SECTION FOR H.E.R.S. 4/3/23 PAC . 11 I i FRAMING NOTES, TABLE R507.9.1.3(1) TABLE R602.3(1) TABLE R602.3(l)-continued EMAIL: _ $ TABLE R602.3(1) FASTENING SCHEDULE FASTENING SCHEDULE FASTENING SCHEDULE-continued info@ccgorten.com DECK LEDGER CONNECTION TO AND JOIST"•0 ab,c (Deck live load=40 psi,deck dead load=10 psi,snow load 5 40 psf) NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERat ° SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL JOIST SPAN ITEM DESCRIPTION OF BUILDING ELEMENTS b., SPACING AND LOCATION OF FASTENER*. GRADE NO. 2 OR BETTER. CONNECTION DETAILS V and less 6'1"to 6' B'1'to 11Y 1 16 1"to 12' 1 12'1"to 14 14'1"to 16' 1 16'1"to 18' 16d common(31/,"x 0.162') 16"o.c.face nail Floor On-center spacing of fasteners Roof Bottom plate to joist,rim joist,band joist or 2. ALL WALL SHEATHING TO BE APA RATED, EXPOSURE 1. 5/8" MIN. THICKNESS OR AS 4-8d box(2'/,"x 0.113')or 14 g( panels) 16d box 3'/,"x 0.135 ;or blocking not at braced wall aneis ( � �� 24 2 subfloor to joist or girder 3-I6d box(3'/,"x 0.135');or '/z inch diameter lag screw with'/,-inch ,x „ 12 o.c.face nail J � �_ - t!„ Blind and face nail NOTED. 30 23 18 15 13 a l0 3-8d common(2'/,"x 0.131');or 3' 0.131 nails 16d common(3 2 x 0.162') maximum sheathing'-' I Blocking between selling joists or rafters to top plate Toe nail 3. ALL SUBFLOORING TO BE APA RATED STURD-i-FLOOR. EXPOSURE 1, 3/4" MIN. THICKNESS. (;inch diameter bolt with'/2 inch maximum 36 36 3a 29 24 21 19 3-1 Od box(3"x 0.128');or 3-16d box 3'/ "x 0.135' •or 3 each 16"o.c.face nail (3 t each bearing, ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING, GLUE AND NAIL PLYWOOD sheathing'di 3-3"x 0.131"nails 15 Bottom plate to joist,rim joist,band joist or ( 2 , „ .1 , • 2S 2 planks(plank&beam-floor&roof) 3-16d box /,"x 0.135");or SUBFLOOR TO FLOOR JOISTS. '/ inch diameter bolt with I-inch maximum blocking(at braced wall panel) 2-I6d common(3/2 x 0.162�,or 2 each 16 o.c.face nail 2-16d common(3'/,"x 0.1621) A h b ring,face nail l � � . 4-3"xU.131"nails 4eachlfi"o.c.facenail 3-Ifidcommon 3','"x0.162" 36 36 29 24 21 18 16 4-8d box(2 i,' x 0.113�,or sheathings 3-8d common 2'1_"x 0.131' ;or I , r. 4-10 box(3"x 0.1281),or ) 4. ALL HEADERS IDLE AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND For SI:t inch=25.4 mm,I foot=304.9 mm,I pound per square foot=0.0479I Pa. 2 Ceiling joists to top plate „( Per joist,toe nail 4-8d boo (/' x U.113'},Or 26 Band Or rim joist t0 joist r x „ End nail OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE MINIMUM OF 2-2x8 OR AS SHOWN a.ledgers shall be Ra,hed in accordance with Section R703A to prevent water from contacting the house band joist. 3-1 Od 0.1 (3 x 0.12R'�;Or ON DRAWINGS. b,Snow load shall not be assumed m act concurrently with live load. 3-I6d box(3/2"x 0.135`�;Or 4-3` 0.131 halls;Di 3-3"x 0.131"nails SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER THE c.The up of the lag screw shall fully extend beyond the inside face of thoband Joist. 4-1 O box(3 x 0.1 x 0.131'�;or Toe nail 4-3"x 14 ga.staples, ,` "crown 5. SOLID BLOCKING SHA d.Sheathing shall be wood structural panel or solid sawn lumber. Ceiling joist not attached t0 parallel rafter,laps over 4-10dbox(3"x 0.128"�;or 4-1 Od box(3"x 0.128'�;or Nail each layer as follows:32"o.c. RESIDENTIAL CODE OF N.Y.S. OR AS NOTED 0 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR c.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to'/,-inch thickness of stacked washers 3 3-I6d Comtnori(3,Z x 0.162 ;or Face nail 4-3 U.131"nails 20 common(4"x 0.192'�;or AIR CIRCULATION IN ROOFS. shall be permitted to substitute for up to'/_inch of allowable sheathing thickness where combined with wool structural panel or lumber sheathing. partitions(SCC Section RR02.5.2 slid Table RR02.5.2} 4-3"x 0.131"nails '� ' 16 Top of bottom plate to stud at top and bottom and staggered. II I- 6. DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.) OR AS NOTED ON DRAWINGS. Ceiling joist attached to parallel rafter(heel joint) 3-16d box moo x 0"x 0.;or lOd box 1"x 0,128'�;or staggered ggero.c face nail at top and bottom 1_L_.I 4 •rabic K802.5.2 Face nail 2-1(ideommon(3'/,"x O.lfi2'�•or 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on Opposite sides 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON (see Section R802.5.2 and Table R802.5.2) ' 3-lOd box(3"x 0.128'};or Find hall layers DRAWINGS. TABLE R507.9.1.3(2) , , 4-1Odbox(3"x 0.128');or 3-3"x 0.131"nails " PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 5 Collar tie to rafter,face nail or 1 /4' x 20 ga,ridge strap to 3-1 Od common(3"x 0.148'�;or Face nail each rafter 2-1 Od common(4 x 0.192�,or 3-lOd box(3"x 0.128'�`or 3-lOd box(3"x 0.1280)•or Face trail at ends and at each splice LJ.J 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS CaftCC 4-3"x 0.131"nails 17 Top plates,laps at corners and intersections 2-16d common(3'/,"x 0,162"y or Face nail 3-3"x 0.131"nails rn CONNECTORS BY SIMPSON OR APPROVED EQUAL TOP EDGE BOTTOM EDGE ENDS I ROW SPACINGCD 9. NAILING SCHEDULE SHALL BE AS PER THE RESIDENTIAL CODE OF N.Y.S. OR WFCM AS A Ledger 2inches° / inch 2inches° 1`/cinches° 3-16d boxnails ails-x 0.1.14 or 3-3"x 0.131"nails 4-16d box(3'/,"x 0.135");or Z L00 n MINIMUM. ALL 2x6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL PLATE. ALL NAILS SHALL Rand Joist /,inch 2 inches 2 inches' I'/s inches' 3-I Od common nails(3"x 0.t4R'); 2 toe nails On one side and 1 toe nail ( ' "x 0.113' ;or 28 Led=er stri supporting ortin joists or rafters 3-I6d common(3'/,"x 0.162");or J F= 3-Rd box 2/, � � p pp g j At each joist or rafter,face nail BE GALVANIZED. 6 Rafter or roof truss to plate or on opposite side of each rafter or For SI:I;nch=zs.4 rum. 2-8d common(2'/2"x U.131");or 4-1 Od box(3"x 0.128");or W - W � a.lag screws or bolts shall be staggered from the top to the botuim along the horizontal run of the sleek ledger in accordance with Figure R507.9.13111. 4-10d box(3"x 0.128`�;or truss' 1$ I"brace to each stud and plate Face nail 10. PLYWOOD SHEATHING TO 13E NAILED WITH 8D 0 4" O.C. EXTERIOR EDGES. b.Maximum5inches, 4-3"x 0.131"nails 2-10dbs 13/4" 0.12R�;or 4-32-1Od 31 box(3 lL O TO THE PLATE AND STUD WITH GALVANIZED c.For engineered rim joins,the manufacturer's recommendations shall govem. 2 Staples 1 9/4" 2-1 Od box.13 x 0.12-3 x .13 eommon _ 29 Bridging or blocking to joist , „• Each end,toe nail � � 1-- 11. ALL ROOF RAFTERS SHALL BE ATTACHED4-lbd(3'/2"x 0.13 or I ,x (2 h x 0.131 ,or 2-3' x 0.13 nails Q d,The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.9.1.3(1). 3-8d box(2/2' 0.1 13);OI O 0 _ HURRICANE TYPE CONNECTORS BY SIMPSON OR APPROVED EQUAL FOR TIMBER PILE 3-1Odcommon(3"x 0.148');or „ FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER Toe nail 2-8d common(2/2 x 0.131'�;or 1 x I9 1"x 6°sheathing to each benzin Face nail SPACING OF FASTENERS �/ O � 4-1Odbox(3" 0.128`);or g DESCRIPTION NUMBER AND 00 Z cp CONNECTIONS. 2-lOd box(3' x 0.12R�,or 7 Roof rafters to ridge,valley or hip ratters or roof rafter 4-3"x 0.131"nails ITEM 12. ALL PRE-ENGINEERED LUMBER SHALL BE MANUFACTURED BY TRUS JOIST MACMILLAN 2 staples,1"crown,16 ga.,1%"long OF BUILDING ELEMENTS TYPE OF FASTENER"a° (inches)' (supports`' CEO v (Inches) (n to minimum 2"ridge beam 3-lbd box 3'/,"x 0.135");or 3-Sd box(2'/2"x 0.113'�;or TJI-SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL AS PER MANUFACTURERS z STAGGER FASTENERS Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing Q RECOMMENDATION. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING IN 2 ROWS 2-16d coinmon(3'/,"x 0.1621);or 3-Rd common(2'/2"x 0.131'�;Or (see Table R602.3(3)for wood structural panel exterior sheathing to wall framing] -1- � W POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 3-1Od box(3"x 0.128');or End nail -L PERIMETERS. HANDLING, STORAGE AND ERECTION OF COMPONENTS SHALL BE AS PER 3-3"x 0.131"nails 3 staples, box(3"x 0.128'�;or fid common(2"x O.I 13')nail(subfloor,wall)' ® 0 ® 5.5"MIN.FOR 2 X 8" "DISTANCE SHALL BE PERG SCR TO 3 staples,I"crown,16 ga.,13lq"long 30 'Is"_'/;" Rd common(21/,"x 0.13 V)nail(roof);or RSRS- 6 12' U MANUFACTURERS RECOMMENDATIONS. s.5"MIN.FOR 2 X 10 BE REDUCED TO 4 5"IF LAG SCREWS s"MAX wall 20 1"x 8"and wider sheathing to each bearing Wider than 1"x g" Face trail 01 (2%"x 0,1 13")nail(roofy 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS O t rr n 13. ALL BUILT-UP HEADERS AND GIRDERS WIDER THAN 3 1/2" TO HAVE 2 ROWS OF 1/2"0 ® ® REDUCED TO THAT OF LAG SCREWS I6d common(3,2 0.162) 24 D.C.face nail 4-8d box(2'/2"x 0.113'�;or Rd common nail(2'i"x 0.131" or RSRS-01 GALVANIZED CARRIAGE BOLTS 012" O.C., ALL BUILT-UP HEADERS AND GIRDERS 3 1/2" TOATTACH2X8LEDGERSTO2X8 WIDE OR LESS TO HAVE 3 ROWS OF 16D COMMON GALV. NAILS 0 12" O.C. z"MIN. BAND JOISTS. R Stud to stud(not at braced wall panels) i Od box(3"x 0.128');or 3-8d common(2'/,"x 0.13 V);or 31 19f,2 -1�� 2'/"x 0.113" nail 2roo )� 6 12f ' LEDGER TLAGSCRE'.NORBOLT 3!4"M1,11N. 3"x 0.131"nails ib"o.c.face nail 14. FUTCHED GIRDERS SHALL BE CONNECTED W/ (2) ROWS OF 1/2"0 GALVANIZED CARRIAGE 3-lOd box( c x o.128'�;or { g } 1 4 staples, I"crown,16 ga., I'/4"long 32 1'.! "-11/" I Od summon{3"x 0.149')nail;or 6 12 I6d box(3 i,"x 0.135");or 12"o.c,face nail s 4 Rd(2'/,"x 0.13 deformed nail BOLTS 0 16" O.C. 9 Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nails Floor For SI:1 inch=25.4 n,n,. FIGURE at braced wall panels) ! x 4-8d box 2 r x 0.113 or Other wall sheathing9 15. 4x4 POST & 4x6 POST SHALL MEAN 3-2x4 & 3-2x6 RESPECTIVELY, OTHER POSTS 0 PLACEMENT OF LAG SCREWS AND(BOLTS IN LEDGERS ( p ) I6d common(3',2" 0.162') 16"D.C.Face nail ( �`z" �� 3-8d common(2, 0.131');or structural cellulosic fiberboard i'/,"galvanized roofing nail,'/�6"head HEADERS SHALL BE 2-2x4 OR 2-2x6. t! "x I� �� 2 1 16d common(3'/,"x 0.162`1 16"o.c.each edge face nail 21 Joist to sill,top plate or girder „x 2 Toe nail 33 2 diameter,or I'/4"long 16 ga.staple with or 3 6 ' 16. ALL RAFTERS SHALL RECEIVE SIMPSON # H2A HURRICANE TIES OR EQUAL 10 Built-up header(2' to..'header with l2 spacer) WIT' 3-1 Od box(3 0.12ft");or sheathing l bd box(3,2 x 0.135 ) 12"o.c.each edge face nail 3-3 x 0.131 nails 1"crown 17. ALL EXTERIOR WALLS & ALL BEARING WALLS,TO RECEIVE "CATS" 0 MID-SPAN. 5-8d box(21/,"x 0.113');or 8d box(21/2"x 0.113') 4"o.c.toe nail 34 25i3Y"Structural cellulosic 1'/4"galvanized roofing nail,' "bead diameter, 3 6 ' 11 Continuous header to stud 4-8d common(2'/,"x 0.131');or Toe nail fiberboard sheathing or 11/2"long 16 ga.staple with'/16"or I"crown 22 Rim joist,band joist or blocking to sill or top Rd common(2'/,"x 0.131")•Or , „ 4-1 Od box(3"x Q 128'� plate(roof applications also) IOd box 3"x 0.128' ;or 6"o.c.toe nail 35 '/2" sum sheathing' t /, galvanized roofing nail;staple galvanized, ( 2 gYP g 1'/,"long; 1'/4"screws,Type W or S 7 7 I6d common(3'/2"x 0.162') ifi"o.c,face nail 3"x 0.131"nails 12 Top plate to top plate 1 Od box 3"x 0.12R •or I „ 5r „ 1'/4"galvanized roofing nail;staple galvanized, 7 7 ( �' 12"o.c,face nail 3-ftd box(2/2 x 0.113�,Or 36 g gypsum sheathing` 15/ "long• 15/ "screws,Type W or S 3"x 0.131 nails „ r . s s YP SHEAR WALL SEGMENT DE „ 2-8dcammon(2/2 x0.131�,or 23 1 x 6"subfloor or less to each joist Face nail Wood structural panels,combination subfloor underlaymerrt t0 framing 8-16d common(3'/,"x 0,162');or 3-1Od box(3 x 0.128);or ,! „ Face nail on each side ce end joint 2 staples,1"crown,16 a 1'/"ton ,,„ 6d deformed 2"x 0.120" nail;or 12-lbd box(3.2 x 0.135�,or P g •r 4 g 37 , and less ( ) 13 Double top plate splice (minimum 24"la slice length 4 I 6 12 RATIO LIMITS H /L < 3-J/2 12-1 Od box(3 x 0.128'1;or P I g Rd common(2/,"x 0.131')nail RATIO OMITS H /L < 3,/2 L = SEE PLAN 12-3"x t)131"nails each side of•end joint) (Continued) , r L = (SEE PLAN) ( ) 7 „_ rr Rd common(2/,"x 0.131 )nail;or WOOD FRAMED PLYWOOD LEGNTH WOOD FRAMED 3R /s 1 Rd defonned(2'/2"x 0.1201)nail 6 12 PLYWOOD LEGNTH WALL ASSEMBLY WALL ASSEMBLY (coruinued) 39 1'/"-V/„ I Od common 0"x 0.148"}nail;or 6 12 t Rd deformed(2'/,"x 0.1201 nail For SI: 1 inch=25.4 mm,1 foot=3(14.8 rum,1 mile per Hour=0.447 tols;1 ksi=6.895 v1Pa. DOUBLE TOP -DOUBLE TOP (confi,lued) PLATE PLATE ENERGY NOTES: TYP. 2 x 6 D.F. STUDS 0 16' O.C. TYP. 2 x 6 D.F. STUDS 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. THE 5 8" CDX PLYWOOD O 16" O.C. AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE SHEATHING (WOOD STRUCTURAL 0 ENERGY EFFICIENCY REQUIRED BY THIS CODE. PANEL) I = "CATS" AT MID-SPAN / AIR BARRIER & INSULATION INSTALLATION n 00 SOLID BLOCKING 0 SEAMS 2. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION l = 11 Q FLOOR & ROOF DIAPHRAGM ON THE SURROUNDING SURFACES. AS PER 2020 E.C.C. OF N.Y.S. TABLE R402.4.1.1 J 3 3. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE = 3 "CATS" AT MID-SPAN / BRACING DETAIL: CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL. AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA SOLID BLOCKING O SEAMS COMPONENTS AND VERIFY COMPLIANCE. 0 8d COMMON NAILS 0 4" O.C. EDGE A CONTINUOUS AIR BARRIER SHALL BE 0 AND 12" O.C. FIELD MIN. 4. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 0 3" OR GREATER IN INSTALLED IN THE BUILDING ENVELOPE. 8d COMMON NAILS 0 4" O.C. EDGE o DIAMETER, AND R-6 0 DUCTS LESS THAN 3" IN DIAMETER. GENERAL THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE AND 12' O.C. FIELD MIN. J BOTTOM REQUIREMENTS CONTINUOUS AIR BARRIER. USED AS A SEALING MATERIAL a PLATE S OR JOINTS IN THE AIR BARRIER SHALL X RIDGE 5. DUCT SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BEESEALED. BOTTOM - 6. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. THE AIR BARRIER IN ANY DROPPED PLATE OVER CEILING/SOFFIT SHALL BE ALIGNED WITH THE SILL PLATE ,4r- - - BCX BM. / RIM JST. INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED BLOCKING 7. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. CORNER 2 BAYS BACK CEILING ATTIC SHALL BE SEALED. CEILING/'SOFFIT SHALL BE ALIGNED WITH THE r HOLDOWN ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE AIR BARRIER. LOrATiON 0 48" O.C. Q 8. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS > 105 F DEGREES OR < 55F DEGREES SHALL BE INSULATED WITH WALL DOORS TO UNCONDITIONED ATTIC SPACES W r R-3 MINIMUM. SHALL BE SEALED. (R-18) CORNER pp�� P.C. FOUNDATION WALL l- 5/8" COX PLYWOOD HOtDOWN bl w SHEATHING (WOOD STRUCTURAL STRAP TIE STORY N PANEL) ATTIC 9. MECHANICAL VENTILATION - SHALL MEET THE REQUIREMENTS OR THE RESIDENTIAL CODE OR MECHANICAL CODE. - LOCATION L'- STORY w CAVITIES WITHIN CORNERS AND HEADERS OF FRAME 10. EQUIPMENT SIZING - PER ACCA MANUAL S. BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THE JUNCTION OF THE FOUNDATION AND SILL ro WALLS SHALL BE INSULATED BY COMPLETELY FILLING PLATE SHALL BE SEALED. THE CAVITY WITH A MATERIAL HAVING A THERMAL "CATS" AT MID-SPAN / THIRD PARTY HERS RATER. THE JUNCTION OF THE TOP PLATE AND THE SOLID BLOCKING O SEAMS WALLS RESISTANCE OF R-3 PER INCH MINIMUM. 1B.�SH'EATHINGi AS PART OF SHEARWALL SEGMENT WHERE NOTED TOP OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR N N11. LIGHTING - A MINIMUM OF 75 OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY LAMPS KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN LL_I Q ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP - (R-18) SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT w PLATE OR AD REQUIRED Y BLOCKED AT JOINTS. 12. ALL HVAC, PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE RESIDENTIAL CODE CHAPTER 11 ENERGY EFFICIENCY, WITH THE AIR BARRIER. 2. HOLDOWNfi REWIRED AT ALL CORNERS OF STRUCTURE, SEE MECHANICAL CODE, ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO U DETAILS 014 PLANS. ffW0 17 CEILING 3. REFER TO THE NAILING AND STRAPPIN; DETAILS FOR A JOISTS SUBMIT IN DETAIL THE DESIGN, CALCULATIONS DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL. AIR CONDITIONING, WINDOWS, SKYLIGHTS AND 1NE SPACE BETWEEN WINDOW/DOOR JAMBS LJJ V cONnNulaJs LOAD PATH. VENTILATION. HEATING SYSTEMS (NEW, EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY DOORS AND FRAMING, AND SKYUGHTS AND FRAMING 2 - STORY THE OWNER OR BUILDING DEPT. SHALL BE SEALED. - FIRST / SECOND FLOOR 13. ADDITIONS, ALTERATIONS OR RENOVATION: SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CODE. UNALTERED RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. (R_1S) RIM JOISTS SHALL BE INSULATED. V)PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. LJ_I Z FLOOR FRAMING CAVITY INSULATION SHALL BE 14. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN INSTALLED TO MAINTAIN PERMANENT CONTACT WITH 0 ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. THE UNDERSIDE OF SUBFLOOR DECKING, OR FLOOR 7 (- FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED AT ANY FRAMING CAVITY INSULATION SHALL BE PERMITTED TO GARAGE AND CANTILEVERED BE IN CONTACT WITH THE TOP SIDE OF SHEATHING, Z �- 15. ALL EXTERIOR WALL / FLOOR / CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE FLOORS) EXPOSED EDGE OF INSULATION. OR CONTIiNUOUS INSULATION INSTALLED ON THE BLOCKING R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM w 2 BAYS BACK GYPSUM WALL BOARD. THE BOOM TO 0 48" O.C. FRAMING TMMEMBERS.E TOP OF ALL PERIMETER FLOOR OLn Cl� Ucfl0 EXPOSED EARTH IN UNVENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, EXCEPTION: CRAWL SPACE WALLS SHALL BE COVERED WITH A CLASS I VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED TO WHEN AN ATTiC FLOOR OR CEILING DIAPHRAGM IS USED RETARDER WITH OVERLAPPING JOINTS TAPED. THE CRAWLSPACE WALLS. TO BRACE THE GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED, ADDITIONAL ROOF DIAPHRAGM BLOCKING THERMAL MOISTURE PROTECTION NOTES: DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE IS NOT REQUIRED. SHAFTS, PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. 1. THE FOLLOWING SPECIFICA11ON SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN: AMERICAN SOCIETY OF HEATING, BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, REFRIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS. NARROW CAVITIES OR NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY 2. INSTALL FLASHING AND SHEET METAL IN COMPUANCE WITH " ARCHITECTURAL SHEET METAL MANUAL" BY SMACNA. CONFORMS TO THE AVAILABLE CAVITY SPACE. 2 x 10 R.R.'S MANUFACTURED THIN-PROFILE ATTIC VENTILATION 3. ALUMINUM FLASHING SHALL CONFORM TO ASTM 8 209, AND BE MINIMUM 0.016- THICK STANDARD BUILDING SHEET OF PLAIN FINISH. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE 0 16" O.C. BAFFLE ® EACH RAFTER BAY (FULL WIDTH) TO 4. INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEAPED SPACES SHALL BE FIBERGLASS BATTS, SIZE AS INDICATED ON GARAGE AND CONDITIONED SPACES. PROVIDE CONTINUOUS AIR FLOW TO RIDGE VENT TYPICAL SPRAY DRAWINGS. WITH A KRAFT PAPER BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND WINDOWS AND DOORS WITH RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE TYP, INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND INSTALLED IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL RECESSED UGH7iNG THE BUILDING THERMAL ENVELOPE SHALL BE BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT INSULATION VALUES: CODE AND THE 2016 ENERGY CODE SUPPLIMENT OF NEW YORK STATE. SEALED TO THE FINISHED SURFACE. AND IC RATED. \� CDX PLYDOOD SHEATHING OPEN CELL SPRAY FOAM = R-3.5 1" 5. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH A MINIMUM OF ONE LAYER OF 15# WATERPROOF BUILDING PAPER. BATT INSULATION SHALL BE CUT NEATLY TO FIT rV CLOSED CELL SPRAY FOAM = R-7.5 / 1" AROUND WIRING AND PLUMBING IN EXTERIOR WALLS, 3" MIN. CLOSED B. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/2" GYPSUM WALLBOARD EXCEPT AS INDICATED OTHERWISE ON DRAWINGS. PLUMBING AND WIRING OR INSULATION THAT ON INSTALLATION READILY �� / \ \ ^ CELL SPRAY FOAM USE WATERPROOF TYPE IN AREAS OF MOISTURE. CONFORMS TO AVAILABLE SPACE SHALL EXTEND Q BEHIND PIPING AND WIRING. INSULATION (R-7 / 1") 7. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO SIZED, (� x 3" = R-21 CONSTRUCTED, TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY OF INJURY TO SHOWER / TUB ON EXTERIOR WALLS(ADJACENT TO INSTALLED AND TUBS EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS \ AT TOP OF PLATE PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. WALL SHALL SEPARATE THE WALL FROM THE SHOWER SHALL BE INSULATED. -J OR TUB. - ! 8. GALVANIZED STEEL FLASHING SHALL CONFORM TO ASTM A 526, 0.20 COPPER, 26 GAGE (0.0179): ASTM A525, DESIGNATION G 90 Q SOLID BLOCKING 1/2" SHEETROCK 2 x 4 INTERIOR WALL HOT-DIP GALVANIZED, MILL PHOSPAHTiZED. THE AIR BARRIER SHALL BE INSTALLED BEHIND XTERIORWALLSELECTRICAL/PHONE BOX ON ELECTRICAL OR COMMUNICATION BOXES OR BETWEEN ROOF 9. BACKPAINT FLASHING WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTITIOUS MATERIALS OR DISSIMILAR EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. W RAFTERS TYP. 2 x 8 BACKING STUD TO METAL. 0 HVAC REGISTER BOOTS THAT PENETRATE PROVIDE NAILING AND 10. PROVIDE AND INSTALL FLASHING AT ALL ROOF TO WALL CONDITIONS, PROJECTIONS OF WOOD THROUGH EXTERIOR WALLS, EXTERIOR HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED SPACE FOR INSULATION OPENINGS, AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. TO THE SUBFLOOR OR DRYWALL C.J. S R-21 HIGH-DENSITY ® 16" O.C. i i FIBERGLASS INSULATION 11. INSTALL WATERTIGHTPE 15 FELT(ME MEMBRANE. PER OVERLAP STANDARD COURSE BELOWR21IN OCTMINIMUM)AT NH RIZONTALDER OJO JOINTS ANDP6 IN.PLY SMINIMUMO AS OAT VERTICAL SEE AIR - SEAL DETAILS ON THIS SHEET LLJ GATT ® WALL CAVITY JOINTS. 2: O 12. PROVIDE GAF "WEATHERWATCH" OR EQUAL AT MIN 12 IN. WIDE AROUND ALL DOOR AND WINDOW OPENINGS TO A HEIGHT OF 12 IN. O (n ABOVE AND BELOW ALL TRIM. Z_ LLW R-30 FIBERGLASS ----------------------------- 04 o 13. THE MINIMUM REQUIRED NET FREE VEN11LAiiNG AREA SHALL BE 1/150 OF THE AREA OF THE SPACE TO BE VENTILATED, EXCEPT -I INSULATION BATT D N THAT THE MINIMUM REQUIRED AREA SHALL BE REDUCED TO 1/300 WHERE AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING Q 0 Q I- I AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVEcn of U In EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. /rT 1/2" SHEETROCK VENTED SOFFIT 'tr�'C', . TYP. R-21 HIGH-DENSITY CAULK, ADHESIVE OR 2 x 6 WALL STUDS FIBERGLASS INSULATION /;�� - r C> ® 16" O.C. TYP. `�� 2 2- 2 7 SEALANT ® ALL JOINTS AT BATT ® WALL CAVITY EXTERIOR WALL PLATES & INSULATION & VENTILATION NOTES: SHEATHING TYP. " 1. THIS PROJECT HAS BEEN DESIGNED TO MEET THE UPDATED ENERGY CODE. THERE SHALL BE NO DEVIATION IN STATED VALUES OF 1/2 CDX PLYDOOD SHEATHING �4- ALL INSULATION MEMBERS INDICATED IN THESE DRAWINGS. 5 NO. 1^t3188 , P A C 2. ALL PENETRATIONS THROUGH FLOORS AND RIM BOARDS FOR ELECTRICAL AND MECHANICAL/ PLUMBING ACCESS ARE TO BE FILLED ~C�/ COMPLETELY WITH FIRE CAULK SEALANT AFTER WORK HAS COMPLETED. OF INSULATED C E L I N G CAVITY DETAIL E X TE R I 0 R INSULATED PERPENDICULAR 3. ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED COMPLETELY WITH INSULATION SPECIFICALLY DESIGNED -~~' DATE WINDOW AND DOOR USE.WALL INTERSECTION DETAIL 4. SET ALL DOOR UNITS IN DOOR PANS WITH SEALANT AS PER INSTALLATION GUIDELINES PROVIDED BY MANUFACTURER. 1 1 I I /9 /2 2 5. INSTALL INSULATION BAFFLES AT ALL VAULTED CEILINGS AND AT RAFTER BAY ENDS NEAR TOP PLATE TO PROVIDE UNINTERUPTED 1 1/ 2"=1'-O" AIRFLOW TO RIDGE VENT. AS PER OWNER 5/14/24 PAC SHEET# 6. RIDGE VENTS AS INDICATED ARE TO BE SHINGLE VENT AS MANUFACTURED BY "AIR VENT". 7. ATTIC PULL-DOWN STAIR TO BE INSULATED OR HAVE AN INSULATED TENT ENCLOSURE. FOR BIDS 5/24/23 PAC 9 10 FOR H.E.R.S. 4/3/23 PAC 11 I EMAIL: ICE SHIELD info0cgorten.com FROM EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE BEAM SPLICE DRAG TIE ACROSS BEAM SPLICE BY OF BUILDING (SEE R905.2.7) 1 t I SINGLE PORTAL SYSTEM I OTHERS DOUBLE PORTAL SYSTEM SEE PLAN FOR BATT INSULATION R-VALUE \ \ ROOFING AS NOTED 15# BUILDING FELT SEE PLAN FOR SIZE ROOF RAFTERS ® 16" O.C. /I HEADER SIZE SHOULD BE WALL THICKNESS X 12" MIN. DEPTH I \ HEADER SIZE SHOULD BE WALL 1 SIMPSON CS20 EACH RAFTER 1 1 STRAP(MIN) �� THICKNESS X 12" MIN. DEPTH I z \ AT BE STRAP MIN CONNECTOR WITH 4) 8D \� / AT BEAM TO POST " LSTA 4 I ��( l 22 W COMMON NAILS \ � I , " \I 18-10d NAILS � f— (SEE WFCM TABLE A-3.4 8 MIN. 16 4 MAX I 8' MIN. 16'4" MAX \I I ry 1/2 PLY WOOD YWOOD SHEATHING \ U / (3)-LTP4 AT SUPPORT POST TO \ /I CD W SOFFIT STRONG-WALL POST ( e I >- 0 ONTINUOUS VENTED r 1 \ o z ao 2"x6" DOUBLE TOP PLATE �3 \ 1 _ �\ \ I� J ~ �1 — w0 I HEADER SUPPORT POST I \ TII = = Y o- L0 1 x 6 FASCIA III BY OTHERS Q 1/2" ROOF FASTENING ZONES FOR WIND UPLIFT II / ��,° o U o G.W.B. ( g \// COLUMN BASE �-/ ' f— o z cfl ��: BY OTHERS tit ,� tit tti00 SIDING PER OWNER VAR R I ES 15# BUILDING FELT OR "TYVEK" HOUSE WRAP `' '` t� Cn 1/2" PLYWOOD SHEATHING e$g� Q = Q w ROOF SHEATHING FASTENING SCHEDULE 13 PANEL ROOF FASTENING ZONE REGION NAILS LOCATION(a) 1 2 3 HIGH WIND 8d PANEL EDGES 6 6 4(b) ( 121 SINGLE AND DOUBLE PORTAL ASSEMBLY UPLIFT COMMON SCALE: 1" = 1'-0" PANEL FIELD 6 6 6(b) (a). EDGE SPACING ALSO APPLIES OVER ROOF FRAMING AT GABLE END WALLS 2"x6" WOOD STUDS @ 16" O.C. R-19 BATT INSULATION. (b). USE 8d RING SHANK NAILS IN THIS ZONE IF MEAN 0 0 0 0 O O O o 0 0 0 0 00 0 0 0 0 0 O 0 0 O O SEE AIR SEAL DETAILS FOR ADDITIONAL NOTES AT GABLE END WALLS , O 0 O O 0 ° ° 0 0 0 0 0 O O O 0 a o 0 0 0 0 0 ° • ° ° O O O O O O O O 0 CONTINUOUS 2"x6" SILL PLATE o ° ° o ° LTS12-1 ° ° ° ° 3 O O O O O O O O O O O O O O 12-1Od NAILS ° O ° ° 0 0 0 0 0 0 0 0 0 o O 0 0 0 0 0 0 LSTA21 ° ° E 16-10d NAILS O 0 0 0 O 0 C o 0 0 0 0 O B O O 0 O GOOF SHINGLE NAILING PATTERN F ° °( 11 5 6 / FOR HIGH WIND 0 0 0 0 0 0 0 0 1. (6)NAILS PER SHINGLE 2. (1 NAIL ON EACH END 1" IN FROM THE EDGE �' W & (1) ON EACH SIDE OF THE CUTOUT H4 ALL SHEATHING NAILING PATTERN 4-8d ( 14 NAIL / SIMPSOiJ STRONG TIE HTT22 & LSTA 21 Q 1. SHEATHING TO BE INSTALLED WITH 6d NAILS U Q LTP4 2. INSTALI. PLYWOOD VERTICALLY AT ALL CORNERS W NAILING & STRAPPING A T 3. SPACE NAILS @ 6" O.C. AT PLYWOOD EDGES z (n SILL SEALER AND TERMITE SHEILD 4. SPACE NAILS ® 12" O.C. VERTICALLY IN PLYWOOD FIELD W 5/8" STEEL ANCHOR BOLTS EXTERIOR WINDOW/DOOR HEADERS — MAX. 3'-0" O.C. , , •, V) � z BASEMENT (SEE WFCM TABLE 3.26 & 3.2C) NAILING SCHEDULE B • . W a 11� O EXTEND BOLTS MIN. 7" INTO FDN . �SEE DETAIL #6 WITH TIGHTENED NUT & 3" X 3" WASHERS NOTATION ~ ROUGH C D E F PAGE D-1 }- z Z TO EACH BOLT A B . �' ', W OPENINGLn VAPOR BARRIER 2'-0" 2 (1) 2X4 1 1 1 1 TABLE A- 3. 6 f ` . UFO 8" POURED CONCRETE FOUNDATION WALL ON 10" x 20" 4'-0" 4 (1) 2x4 2 2 2 2 `• ROOF PITCH ROOF SPAN 8D NAILS EA. END 1 1/4"X20 GA FOR 130(MPH) POURED CONCRETE FOOTING 6'-0" 6 (2) 2X4 OR (1) 2X6 3 3 3 3 3:12 UP TO 12.:12 12' - 36' 4 CONTINUOUS 2"x4" KEYWAY 89_0" 8 (2) 2X4 OR (1) 2X6 3 3 3 3 �-- CONTINUOUS POURED CONCRETE FOOTING 10'-0" 10 (2) 2X6 4 4 4 4 ( 13 V E A D E R ANCHORAGE DETAIL 3'-0" BELOW GRADE (MIN) � / SIMPSON STRONG TIE HTT22 & LSTA 21 12'-0" 12 (2) 2X6 5 5 5 5 4 a a o A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS 1 1/4" 20 GA GALVANIZED STEEL B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) STRAPPING TO ATTACH C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER o ROOF RAFTER TO RIDGE WITH (4) 8D TYPICAL WALL S E C TI 0 N D. NUMBER OF 16D NAILS END—NAILED THRU ADJACENT KING STUD TO COMMON NAILS C p END OF HEADER AT EACH SIDE ® EACH SIDE OF STRAP Q SCALE: 1" = 1'-0" SEE WFCM FIGURE 2.2C E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUMED DBL HDRS) (SEE WFCM TABLE A-3.6) F. NUMBER OF 16D NAILS END—NAILED THROUGH ADJACENT JACK STUDS TO END OF SILLS AT EACH SIDE(DOES NOT APPLY TO DOORS) RAFTER TO RIDGE TIE J HD 1 Q INSTALL WASHER --- W HERE, TYPICAL STUDS i Use every other nail hole CUT �S in a row to provide the LENGTH W I I END 12" MIN. TYP. FLOOR code—required minimum I I JOIST °' center—to—center LENGTH Z II Simpson Strong—Tie spacing for nails II TB27 z W L;j II BRACING Q o 4 FLOOR J01 STS;LEW" CLEAR o Z SIMPSON CS 20 GALVANIZED STEEL STRAPPING WRAPPED � � SIMPSON STRONG-TIE TB27 SPAN _ UNDER MUD SILL TYPICAL AT EACH STUD. ALL (3) 8D COMMON NAILS _ STRAPPING TO BEAR A MINIMUM OF 12 ON STUD SURFACE \ ® EACH SIDE A STRAP ,' PER W.F.C.M. TABLE A 3.4L�- THREADED __ NSTALL ,:.=t ° « FASTEN @ EACH END OF STUD W/ 3 8-D NAILS _ ;" AS PER W.F.C.M. TABLE A-3.4 ROD — WASHERS �+ -t�`t<'.. -::`;_, "_,� HD I = :,.`�, y (1e ,�) 4� �L C 2 2— 2 7 j' !mil REEM ' U` �'• .� L ASSEMBLY TO F 0 U N D A TI O N Simpson Strong—Tie "` TM END ` = F L 0 0 R W ALL STORY TO STORY HD2 Simpson Strong-Tle 12" MIN. TYP. STHD14RJ Provide minimum LENGTH �`," ;;;r'�,1DRAWN BY 6 Rln Jolst Installatlon end distance HOLD DOWN ANCHORSPAC 5 SIMPSON STRONG—TIE HD Equal number of r o. .88 G`/ CORNER HOLD DOWN ANCHORS specified nails 2mpson Strong—Tie 6 in each end CS Coiled Strap OF E ------ DATE SIMPSON STRONG—TIE 11 /9 /2 2 3 STUD TO STUD CONNECTION SHEET# SIMPSON STRONG—TIE CS 0 AS PER OWNER 5/14/24 PAC 0 FOR BIDS 5/24/23 PAC 10 1� FOR H.E.R.S. 4/3/23 PAC 11 _ I LINE OF 35.0' MAX. BLDG. HEIGHT — —� _ EMAIL: — — — — — — — — — — — \ info@cgarten.com 4 4 FAI— / 2 � \ \ I Qw 0 - - z 00 Lj � o UJ � EX. _ = Y � n of TOP OF I AVERAGE n Q F- - © SUB-FL. EL GRADE o U - af 0 M , OF Sun-,L 27.5' ' . — - EL 27.65 I-- o z cfl I _ o C/� co c~n EX. I I I I II II I Q AVERAGE _ Qw GRADE U EL 20.88' LINE OF APPROX.�— —�T - - - - - - 7 L 50.0' AVG. EX. GRADE H , L � - - - - - - - � ��- - -�I� - - �I��- - - - - - - � I - - - - - - - - - - - - - -- - - ' - - - - -' — = PROPOSED —1 `- — L_ � � - - - - - - - - - - - - - � —� 1 - - - - - — LL - - - - - - - -1—I_ - - - - - _ _L �- - - � LINE OF 35.0' MAX. BLDG. HEIGHT — I PROPOSED FRONT ELEVATION - \ (NORTH) 12 / \ / 12 1! / FLYING GABLE N2]S 1 / 4 —TOP OF 9U9-fl.. 1 cwlT wigs O Mw]t6,t I I TOP OF SUB-FL. EL �I EX. o ,a,OF 27.5' CD � EX. AVERAGE — AVERAGE GRADE GRADE EL 24_2' — r EL 24.53' i II II/." II II I I I T II(TCMP. II I I I I LINE OF 35.0' MAX. BLDG. HEIGHT 24.25' I I 1I L\ J F II 1 — — /-- _ _ AROPOSED I I IL I _F — L L � - - - - - - - - - - - - - - a PROPOSED / \ RIGHT SIDE ELEVATION > / \ 1/8"=1'-09' (WEST) C / \ Ld < L0 / L LLJ CWI3 wl}5 C%,5_3 H144 CV -] w,5 \ Li E]:� ^ ly— 0 F— \ o L0 Li O.M. MA U w 0 EX. PMC 606i,-R IPfGP 11061, AVERAGE TOP OF =• GRADE SUB-FL. EL EL 27.65 27.5' TOP OF s)e..n. UNIT 12 I . _ I I I I I I I I """C"1t ---� Gxi II ICI•—' — — _L_. .— — _T� I_ _ AVERAGEGRADE MP. 17— 1 _ — — — — — EL 20.88' 50.0' I ( LINE OF APPROX. PROPOSED ray of SM AVG. EX. GRADE � l _ r 1 i —I - - - - - - - - - - - - - - - - - L[ C- - - - - - - - - -I- — ��f- - - - - C 44.75' Z PROPOSED O LINE OF 35.0' MAX. BLDG. HEIGHT Q REAR ELEVATION - - - - - — — — — — — — - - w (SOUTH) —� LLI y �� CA Q 12 \ Yip ''_•' )�� o / \ Np'1118488 �� r 00 / C.21 \ Z Q Q � U — — — — \ o IZ / � 4 ® EEE I o TOP OF RAG ° Elm y SUB-FL. EL I EX. 27.5' GH ® °N ® o EX. PAC AGRADEE I AVERAGE EL 24.53' — GRADE EL 24.2' DATE Ie J�— — — — — — — -- - - - - - - - - ( 4 22 24 61.0' I r — — ' H I r - 1�_ SHEET# PROPOSED �— r — T � - - - - - - - - - _ - - LL — -j 24.25' 11 — , — — — — PROPOSED LEFT SIDE ELEVATION (EAST) 11 I "'I" w CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: EMAIL: GENERAL NOTES: r6v � �jj o?S infoC�cgarten.com WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD MEAN �.... GROUND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD IR FREEZIN ANNUAL CLIMATE 1. ALL WORK IS TO CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL BUILD G D_ ARTMENT AND THE 2020 SNOW LOAD MPH EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARDS INDEX TEMP ZONE RESIDENTIAL CODE OF NEW YORK STATE. • NEW 2-STORY RESIDENCE MODERATE 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATE OF OCCUPANCY, INSPECTION PROJECT: 20 P.S.F. 140 NO NO YES B SEVERE 36" TO HEAVY YES N/A 510 51' 4A APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. MANUAL J DESIGN CRITERIA NAME: C O DY RESIDENCE INDOOR 3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE CONTRACTOR FROM EXECUTION ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION FACTOR DESIGN DESIGN HEATING OF ALL WORK IN ACCORDANCE NTH ALL STATE OR LOCAL CODES. HEATING COOLING TEMP TEMPERATURE COOLING TEMPERATURE DIFFERENCE AND/OR ADDRESS: 655 NORTH SEA DRIVE 25.0 FT. 41' N 15' F 86' F 1.00 70' F 75' F 55' F 4. ALL PLUMBING WORK TO BE INSTALLED IN STRICT ACCORDANCE WITH .ALL STATE AND LOCAL CODES. WIND WIND 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, COOLING COINCIDENT WET WINTER SUMMER TEMPERATURE DIFFERENCE VELOCITY VELOCITY BULB DAILY RANGE HUMIDITY HUMIDITY COMPLETED OPERATIONS, ETC. ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME ORIENT, N .Y. 11957 HEATING COOLING PRIOR TO COMMENCING WITH WORK. 11' F 15 MPH 7.5 MPH 72' F IMEDIUM (M) 1 40% 32 GR ® 507 RH 6. U.L APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC i0R IONIZATION TYPE AND SHALL BE w (- INTERCONNECTED & HARDWIRED WITH BATTERY BACK-UP. INSTALLED IN ACCORDANCE W/ SEC. R 314. OF THE RESIDENTIAL CODE OF N.Y.S. EDITION OF THE RESIDENTIAL R308.4.5 GLAZING AND WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR [NY] R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS R408.1 VEINTILATION. THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE R608.9.1.1 ANCHOR BOLTS. ANCHOR BOLTS USED TO CONNECT 7. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER � U 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 GENNERt AS REQUIRED BY THE COUNTY HEALTH � r- FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY LIGHT-FRAMED FLOOR, CEILING AND ROOF SYSTEMS TO DEPARTMENT, LOCAL BUILDING DEPARTMENT AND ALL OTHER AGENCIES HAVING JURISDICTION. r- CODE OF NEW YORK STATE. ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE WITH SECTION R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A A BASEMENT SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS CONCRETE WALLS IN ACCORDANCE WITH FIGURES R608.9(1) THROUGH Q w B. THE CONTRACTOR SHALL MAINTAIN THE EXISTING EXITS, CORRIDORS, AJSLES, AND DOORS FREE OF OBSTRUCTIONS // rr�� „ THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE R608.9(12) SHALL HAVE HEADS, OR SHALL BE RODS WITH THREADS ON AT ALL TIMES. �J o 1A. THE DESIGN LOAD CALCULAl10NS ARE TAKEN FROM MINIMUM DESIGN LOADS MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE FOR BUILDINGS AND OTHER STRUCTURES BY THE AMERICAN SOCIETY OF CIVIL IN THE INDIVIDUAL DWELLING UNIT. [NY] R314.4.1 HEAT DETECTION NOT LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 BOTH ENDS WITH A HEX OR SQUARE NUT ON THE END EMBEDDED IN z- 00 „ S; CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING INTERCONNECTION. HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR THE CONCRETE. BOLTS AND THREADED RODS SHALL COMPLY WITH 9. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. C ~ n Z L00 n ENGINEERS AND ARE AS FOLLOW SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT. VENTILATION. L UNDER-FLOOR SPACE AREA, OF VENTILATION OPENINGS FOR UNDER-FLOOR SECTION R608.5.2.2 Lu Of AND EACH PANE IN MULTIPLE GLAZING. VENTILATION. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT 10. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE RESIDENTIAL CODE OF LLJ - w � I N.Y.S. & SHALL ALSO CONFORM WITH GENERALLY ACCEPTED STANDARDS WITH RESPECT TO STRENGTH, DURABILITY, G- O d' FIRST FLOOR 40 LBS. I-L., + 10 LBS. DL. = 50 LBS S.F. TOTAL LOAD EXCEPTION: R314.5 COMBINATION ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE LESS THAN 1 SQUARE FOOT 0.0929 M2 FOR EACH 150 SQUARE FEET 14 M2 OF R608.9.2 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED CORROSION RESISTANCE, FIRE RESISTANCE, ENERGY CONSERVATION, AND OTHER QUALITIES RECOGNIZED UNDER = In SECOND FLOOR 30 LBS. I_L., + 10 LBS. DL. = 40 LBS / S.F. TOTAL LOAD GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. ( ) ( ) THOSE STANDARDS. = Y R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER UNDER-FLOOR AREA. FLOOR SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS AND 0- Q � ATTIC (UNINHABLE) 20 LBS. LL., + 10 LBS. DL. = 30 LBS / S.F. TOTAL LOAD STRAIGHT LINE, FROM THE WATERS EDGE OF A BATHTUB, HOT TUB, SPA, LIGHT-FRAMED FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH ONE OF 11. DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH ARE AT VARIANCE WITH THE Of ROOF 45 LBS. L.L., + 20 LBS. DL. = 65 LBS / S.F. TOTAL LOAD WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL THE FOLLOWING: 0 ' l -� R408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. LAw oROINANces, RULES OR REGULATIONS, BEARING ON THE CONDUCT( OF THE WORK SHALL BE REPORTED `� O r7 STEAM ROOM. SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER ACCESS OPENINGS THROUGH THE FLOOR SHALL BE NOT SMALLER THAN 18 INCHES FOR FLOOR SYSTEMS OF WOOD-FRAMED CONSTRUCTION, THE PROVISIONS PROMPTLY TO THE ARCHITECT. i- O z co CHAPTER 3-BUILDING PLANNING R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BO FROM A BATTERY. BY 24 INCHES 457 MM BY 610 MM . OF SECTION R608.9.1 AND THE PRESCRIPTIVE DETAILS OF FIGURES 12. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING APPROVALS FOR THEIR WORK WHICH � 00 EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF ( ) R608.9(1) THROUGH R608.9(4). MAY BE REQUIRED. LANDINGS BETWEEN FLIGHTS OFF STAIRWAYS, R301.1 APPLICATION. BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE THE ADJACENT WALKING SURFACE O [NZ] R315.1 GENERAL. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN CHAPTER 5 - FLOORS w CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. R608.9.3 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED t3 AS REQUIRED FOR THE PROPER EXECUTION OFF THEIR WORK.LS, FENCES, TRANSPORTATION'S, SAFEGUARDS, ETC., = Q LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC CEILING AND ROOF SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS UR317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND WOODBASED PRODUCTS R502.1.1.1 PRESERVATIVE-TREATED LUMBER. PRESERVATIVE TREATED DIMENSION LUMBER SHALL BE AND LIGHT-FRAMED CEILING AND ROOF SYSTEMS SHALL BE IN 14. ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT IN WRITING FOR LOADS AS PRESCRIBED BY THIS CODE. R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF IDENTIFIED As REQUIRED BY SECTION R317.2. ACCORDANCE WITH THE FOLLOWING: FOR CEILING AND ROOF SYSTEMS OF APPROVAL R502.1.1.2 END-JOINTED LUMBER. APPROVED ENDJOINTED LUMBER IDENTIFIED BY A GRADE MARK WOOD-FRAMED CONSTRUCTION, THE PROVISIONS OF SECTION R608.9.1 15. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING THE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA. BUILDINGS AND PORTIONS OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN CONFORMING TO SECTION R502.1.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH - ACCORDANCE WITH THE WIND PROVISIONS OF AND THE PRESCRIPTIVE DETAILS OF FIGURES R608.9 9 AND R608.9(10). CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY THEREOF SHALL BE CONSTRUCTED IN A ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING ACCORDANCE WITH AWPA U1. SOLID-SAWN MEMBERS OF THE SAME SPECIES AND GRADE. END-JOINTED LUMBER USED IN AN ( ) AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING FOR ADEQUATE AND THIS CODE USING THE ULTIMATE DESIGN WIND SPEED IN TABLE R301.2(1) AS SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RES-CUE 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHERE ASSEMBLY REQUIRED ELSEWHERE IN THIS CODE TO HAVE A FIRE-RESISTANCE RATING SHALL HAVE THE PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY SCAFFOLDING, STAIRS, ETC., AS DETERMINED FROM FIGURE R301„2(5)A. OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHERE CLOSER THAN 12 DESIGNATION VEAT-RESISTANT ADHESIVE'OR 'HRA'INCLUDED IN ITS GRADE MARK. WELL AS PERMANENT CONSTRUCTION. C110N OF OPENINGS. EXTERIOR GLAZING IN BUILDING LOCATED IN OPENS TO A PUBLIC WAY. INCHES 305 MM TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED R502.1.2 PREFABRICATED WOOD I-JOISTS. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR CHAPTER 7 WALL COVERING 16. THE ARCHITECT SHALL C. NOTIFIED OF ANY UNFORESEEN Y OR P DE, PHYSICAL CONDITION DISCOVERED, AS WELL R301.2.1.2 PROTE ( PREFABRICATED WOOD I-JOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM EASEMENTS,AS ANY WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. D5055. R702.1 GENERAL. INTERIOR COVERINGS OR WALL FINISHES SHALL BE ADDRESSEDANDRESOLVED.NOT INDICATED ON THE SURVEY OR PLAN. NO WORK SHALL PROCEED UNTIL SAME IS GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. WINDOW 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR R502.1.3 STRUCTURAL GLUED LAMINATED TIMBERS. GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE R702.1(1), FOUNDA11ON WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. AND IDENTIFIED AS REQUIRED IN ANSI A190.1, ANSI 117 AND ASTM D3737. 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE REQUIREMENTS OF THE LARGE MISSILE TST OF ASTM E 1996 AND ASTM E 1886 AS OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PER TABLE R702.1(2), TABLE R702.1(3) AND TABLE R702.3.5. PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IN WRITING. SHOULD THE CONTRACTOR MODIFIED IN SEC11ON 301.2.1.2,1. GARAGE DOOR GLAZED OPENING PROTECTION FOR FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT R502.3.3 FLOOR CANTILEVERS. FLOOR CANTILEVER SPANS SHALL NOT EXCEED THE R702.3.1 MATERIALS. GYPSUM BOARD AND GYPSUM PANEL PRODUCT FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, THE CONTRACTOR SHALL ASSUME ALL WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED OPENING. CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN NOMINAL DEPTH OF THE WOOD FLOOR JOIST. MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C22, C475, RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 9 IMPACT-RESISTING STANDARD CR ANSI/DASMA 115. IMPERVIOUS MOISTURE BARRIER. C514, C1002, C1047, C1177, C1178, C1278, C1396, C1658 OR C1766 AND 18. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS R502.8 CUTTING, DRILLING AND NOTCHING. STRUCTURAL FLOOR MEMBERS SHALL SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SIZED, CONSTRUCTED TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 R318.1 SUBTERRANEAN TERMITE CONTROL METHODS. IN AREAS SUBJECT TO NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN SECTION. OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. R702.3.1.1 ADHESIVES. EXPANDABLE FOAM ADHESIVES FOR THE 19. IT IS NOT THE INTENT OF THE SPECIFICATIONS TO PROVIDE FOR SUBSTITUTION OF MATERIALS BY SPECIFIC BRAND R302.5.1 OPENING PROTECTION. OPENINGS BETWEEN THE GARAGE M2). DAMAGE FROM TERMITES AS INDICATED BY TABLE R301.2(1), PROTECTION SHALL BE FIGURE R502.8. • AND THE RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS BY ONE, OR A COMBINATION, OF R502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED INSTALLATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL REWHETTO PROVIDE SAMPLES FOR SPECIFICALLYHER EQUAL OR UNLESS APPROVAL CALLED OUT. WHERE MATERIALS ARE NOT SPECIFIED CONTRACTORS NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY THE FOLLOWING METHODS: WITH HEADER AND TRIMMER JOISTS. CONFORM TO ASTM C6464. HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK, ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 1. CHEMICAL TERMITICIDE TREATMENT IN ACCORDANCE WITH SECTION R318.2. 20. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF IN A LEGAL OR 20 MINUTE FIRE-RATED DOORS, EQUIPPIED WITH A SELF- 44 INCHES ABOVE THE FLOOR; WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL 2. TERMITE-BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LABEL R506.1 GENERAL. CONCRETE SLAB-ON-GROUND FLOORS SHALL BE DESIGNED AND R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. "" BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. 3. PRESSURE-PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH THE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION OR ACI ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, 21. AT THE COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE CLOSING DEVICE. FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE R310.2.3 WINDOW WELLS. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE PROVISIONS OF SECTION R317.1. 332. FLOORS SHALL BE A MINIMUM 3-1/2 INCHES (89 MM) THICK (FOR EXPANSIVE A118.1, A118.3, A136.1 AND A137.1. R702.4.2 BACKER BOARDS. OWNER PRIOR TO RELEASE OF FINAL PAYMENT. R302.6 DWELLING-GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED NOT LESS THAN 9 SQUARE FEET, WITH A HORIZONTAL PROJECTION AND WIDTH OF 4. NATURALLY DURABLE TERMITE-RESISTANT WOOD. SOILS, SEE SECTION R403.1.8). MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AS REQUIRED BY TABLE R302.6, OPENINGS IN GARAGE WALLS SHALL COMPLY WITH NOT LESS THAN 36 INCHES. THE AREA OF THE WINDOW WELL SHALL ALLOW THE 5. PHYSICAL BARRIERS IN ACCORDANCE WITH SECTION R318.3 AND USED IN AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS 22. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTING STRUCTURE DURING THE ENTIRE CONSTRUCTION AND ALTERATIONS TO THE EXISTING STRUCTURE AND SHALL TAKE ADEQUATE PRECAUTIONS TO SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. LOCATIONS AS SPECIFIED IN SECTION R317.1. R507.2 MATERIALS. MATERIALS USED FOR THE CONSTRUCTION OF DECKS SHALL COMPLY WITH LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE PREVENT DAMAGE TO THE EXISTING STRUCTURE IN ANY WAY. IF ANY IDAMAGE SHOULD OCCUR TO THE EXISTING R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY 6. COLD-FORMED STEEL FRAMINg in accordance with Sections R505.2.1 and R603.2.1. MANUFACTURER'S RECOMMENDATIONS. STRUCTURE AS A RESULT OF THE NEW WORK, THE DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT R310.4 BARS, GRILLES, COVERS AND SCREENS. BARS, GRILLES, COVERS, SCREENS THIS SECTION. "ARCHITECT AND OWNER, AT THE SOLE EXPENSE OF THE CONTRACTOR. R507.2.1 WOOD MATERIALS. WOOD MATERIALS SHALL BE NO. 2 GRADE OR BETTER R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR RETARDERS ARE 23. INSTALL OUTLETS AS PER LOCAL / STATE CODES. IN GENERAL, OUTLETrS SHALL BE PLACED 12'-O" O.C. ALONG WALL. OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND CHAPTER 4 - FOUNDATIONS LUMBER, PRESERVATIVE-TREATED IN ACCORDANCE WITH SECTION R317, OR REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, WALL SPACES AND NOT MORE MORE THAN 6'-O" FROM THE CORNER IOF A WALL OPENING. IN ADDITION, ANY RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS THAT SERVE SUCH APPROVED, NATURALLY DURABLE LUMBER, AND TERMITE PROTECTED WHERE R302.7 UNDER-STAIR PROTECTION. ENCLOSED SPACE UNDER STAIRS THAT IS OPENINGS, PROVIDED THAT THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH 1. ALL FOUNDATIONS TO CONFORM WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 4, 6, 7, 8 AND MARINE 4. ISOLATED WALL THAT IS 2'-O" IN LENGTH OR LONGER WITH THE EXCEPTION OF HALLWAYS, BATHROOMS, ENDS OF D Y A DOOR OR ACCI.SS PANEL SHALL HAVE WALLS, UNDER-STAIR SECTIONS R310.1.1 TO R310.2.3, AND SUCH DEVICES SHALL BE RELEASABLE OR FOUNDATIONS, U.O.N. REQUIRED IN ACCORDANCE WITH SECTION R318. WHERE DESIGN IN ACCORDANCE KITCHEN ISLANDS / PENINSULAS AND LAUNDRY ROOMS WILL RECEIVE AN OUTLET. ACCESSE B 2. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBEDSOIL WITH A MINIMUM BEARING CAPACITY WITH SECTION R301 IS PROVIDED, WOOD STRUCTURAL MEMBERS SHALL BE DESIGNED R703.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A 24. ELECTRICAL - ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL OF TWO TONS PER SQUARE FOOT AND SHALL EXTEND 3'-O" MIN. BELOW FINISHED GRADE. USING THE WET SERVICE FACTOR DEFINED IN AWC NDS. WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ELECTRIC CODE (N.E.C.) AND THE RULES AND REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL ELECTRICAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR THE NORMAL WORK SHALL BE UNDERWRITER APPROVED AND INSPECTED. SUBMIT WRITTEN CERTIFICATE TO OWNER. (12.7 MM) GYPSUM BOARD. 3. FILL MATERIAL TO BE ACCEPTABLE SAND, GRAVEL ORCOMBINA110N OF BOTH WHICH MAY ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. OPERATION OF THE ESCAPE AND RESCUE OPENING. CONTAIN SMALL AMOUNTS OF OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION. BUT R507.2.2 PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, GUARDS, OR NONE OVER TWO INCHES, BUT DOES NOT CONTAIN CLAY, LOAM, ORGANIC MATERIAL, DEBRIS AND R703.3.1 SOFFIT INSTALLATION. SOFFITS SHALL COMPLY WITH SECTION 25 ELECTRICAL F PLY WITH ALL CODES AND AN UNDERWRITERS INSPECTION AND CERTIFICATE MUST R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND HANDRAILS. PLASTIC COMPOSITE EXTERIOR DECK BOARDS, STAIR TREADS, GUARDS BE OBTAINED TER COMPLETION. CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDICES FOR WALL AND R310.5 DWELLING ADDITIONS. WHERE DWELLING ADDITIONS CONTAIN SLEEPING FROZEN MATERIAL CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN 4. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF ASTMD1557, AND HANDRAILS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM D7032 AND INSTRUCT( SECTION R703.3.1.2 OR THE MANUFACTURER'S INSTALLATION METHOD C, COMPACT UNDER SLABS, FOUNDATIONS, AND FOOTINGS AT ONE HUNDRED PERCENT OF THIS SECTION, INSTRUCTIONS. 26. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. EACH NEW SLEEPING ROOM. WHERE DWELLING ADDITIONS HAVE BASEMENTS, AN MAXIMUM DENSITY. COMPACT BACKFILL AT WALLS, EMBANKMENTS, AND UNDER PAVED AREAS AT NINETY R507.3.2 MINIMUM DEPTH. DECK FOOTINGS SHALL EXTEND BELOW THE FROST LINE EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW R703.4 FLASHING. APPROVED CORROSION-RESISTANT FLASHING SHALL R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. AS MAXIMUM ALLOWABLE SPANS FOR WOOD DECK BEAMS,5 DECK BEAMS.BASEMENT. 5.RPERCE�.s T OF MAXIMUM DE ANCHORAGE. WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON ACCORDANCE WITH SECTIONSS R;i02.10.1 THROUGH R302.10.5. SPECIFIED IN TABLE R301.2(1) IN ACCORDANCE WITH SECTION R403.1.4.1. BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF FLAME SPREAD AND SMOKEDEVELOPED INDEX FOR INSULATION SHALL BE IN EXCEPTIONS: CONTINUOUS FOUNDA11ONS SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH THIS R507 WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE DESIGN CRITERIA: . 1. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW SECTION. BUILDING STRUCTURAL FRAMING COMPONENTS. APPROVED AS PER 2020 N.Y.S.R.C. TABLE R-301.5 LLJ R302.11 FIREBLOCKING. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE AND 6. R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A SHOWN IN FIGURE R507.5, SHALL BE IN ACCORDANCE WITH TABLE R507.5. BEAM CORROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT THE STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION PLIES SHALL BE FASTENED WITH TWO ROWS OF 10D (3-INCH LIE 0.128-INCH) FOLLOWING LOCATIONS: LIVE LOADS: CONSTRUCTION IN THE FOLLOWING LOCATIONS: RESCUE OPENING. THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO NAILS MINIMUM AT 16 INCHES 406 MM ON CENTER ALONG EACH EDGE. BEAMS EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW (MIN. UNIFORMLY DISTRIBUTED LIVE LOADS 1. IN CONCEALED SPACES OF STUD WALLS AND PART1110NS, INCLUDING FURRED 2• AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE ( ) ) BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING IN AN SHALL BE PERMITTED TO CANTILEVER AT EACH END UP TO ONE-FOURTH OF THE AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR 0 SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. SHALL FALL NOT FEWER THAN 6 INCHES(152 MM)WITHIN THE FIRST 10 FEET(3048 MM). WALL FINISH OR TO THE WATER-RESISTIVE BARRIER COMPLYING WITH 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 7.ALL FOOTINGS AND FOUNDATION TO BE REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH SECTION ALLOWABLE BEAM SPAN. 1. EXTERIOR 40 P.S.F. = 6o P.S.F. LL_I L n R403/FOOIINGS AND SECTION R404/FOUNDAl10N WAILS. SECTION 703.2 FOR SUBSEQUENT DRAINAGE. 2. DECKS = ao P.s. . Q 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). B. R4os.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFlNc. R507.9.1.1 LEDGER DETAILS. DECK LEDGERS SHALL BE A MINIMUM 3. ATTICS WITHOUT STORAGE = 10 P.S.F. 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS R311.1 THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED EXCEPT WHERE REQUIRED BY SEC1S N R406.2 FOUNDATION D BE WATERPROOFED, CHAPTER 8 ROOF-CEILING CONSTRUCTION LLJ PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE 2-INCH BY 8-INCH (51 MM BY 203 MM) NOMINAL, 4. ATTICS WITH STORAGE = 20 P.S.F. OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES L!_I N_ 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. DWELLING TO THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER PRESSURE-PRESERVATIVE-TREATED SOUTHERN PINE, INCISED R802.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A 5. SLEEPING ROOMS = 30 P.S.F. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. GARAGE. THE REQUIRED EGRESS DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE PRESSURE-PRESERVATIVE-TREATED HEM-FIR, OR APPROVED, GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION 6. ROOMS OTHER THAN SLEEPING ROOMS = 40 P.S.F. 0 = 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES ADD WIRES AT CEILING AND FLOOR OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. TOP OF 1HE BASEMENT FLOOR, To THE FINISHED GRADE. MASONRY WALLS NATURALLY DURABLE, NO. 2 GRADE OR BETTER LUMBER. AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION 7. STAIRS 40 P.S.F. LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE Of FLAME AND PRODUCTS E SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT BODY THAT COMPLIES WITH DOC PS 20. 8. GUARDRAILS AND HANDRAILS = 200 P.S.F. LLB r 7- COMBUSTION. THE MATERIAL FILLING 1NIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE PARGING APPLIED TO THE EXTERIOR OF THE WALL R507.9.1.2 BAND JOIST DETAILS. BAND JOISTS SUPPORTING A LEDGER SHALL BE A ASTM EFO REQUIREMENTS. R311.2 EGRESS DOOR. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED MINIMUM 2-INCH-NOMINAL (51 MM), SOLID-SAWN, SPRUCE-PINE-FIR OR BETTER R802.3 RIDGE. A RIDGE BOARD USED TO CONNECT OPPOSING RAFTERS O I- 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE sEcnoN R1003.19. FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL R401.4.1 GEOTECHNICAL EVALUATION. IN LIEU OF A COMPLETE SHALL BE NOT LESS THAN 1 INCH (25 MM) NOMINAL THICKNESS AND DEAD LOADS: Z 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES (813 MM) WHERE LUMBER OR A MINIMUM 1-INCH BY 91/2-INCH (25 MM of 241 MM) DIMENSIONAL NOT LESS N DEPTH THAN THE CUT END OF THE RAFTER. z DWELLING UNIT SEPARATION. MEASURED BETWEEN 1NE FACE OF THE DOOR AND THE STOP, WITH THE DOOR GEOTECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL DOUGLAS FIR OR BETTER, LAMINATED VENEER LUMBER. BE ASSUMED. 0 LLJ R302.13 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THAT ARE NOT OPEN 90 DEGREES (1.57 RAD). THE CLEAR HEIGHT OF THE DOOR OPENING SHALL R402.2 CONCRETE. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE R802.4.3 HIPS AND VALLEYS. HIP AND VALLEY RAFTERS SHALL BE NOT 1• • ASPHALT ROOF SHINGLE = 15 P.S.F. REQUIRED ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED, SHALL BE BE NOT LESS THAN 78 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF STRENGTH OF F SC, AS SHOWN IN TABLE R402.2. CONCRETE SUBJECT TO CHAPTER; 6 - WALL CONSTRUCTION 1A. TYP. WOOD SHINGLE ROOF 4 . P.S.F. O � 0 PROVIDED WITH A 1/2-INCH (12.7 MM) GYPSUM WALLBOARD MEMBRANE, 5/8-INCH THE THRESHOLD TO THE BOTTOM OF THE STOP. LESS THAN 2 INCHES (51 MM) NOMINAL IN THICKNESS AND NOT LESS IN (� tp O MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1) SHALL BE [NY] R602.1,1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A DEPTH THAN THE CUT END OF THE RAFTER. 2. TYP. HARDWOOD FLOOR = 14 P.S.F. " GYP. GYP. BD. = 16 P.S.F. (16 MM) WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2. THE MAXIMUM WEIGHT OF FLY ASH, GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION 3. TYP. TILE FLOOR =P.S.F.P.S.F. W/ 1/2" GYP. BD. = 35 P.S.F. OF THE FLOOR FRAMING MEMBER. R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OTHER POZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION R802.4.6OPPOSING COLLAR TIES. WHERE COLLAR TIES ARE USED TO CONNECT 4. TYP. CEILING = N .S EXCEPTION - WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, BODY THAT COMPLIES WITH DOC PS 20. OPPOSING RAFTERS, THEY SHALL BE LOCATED IN THE UPPER THIRD OF 5. TYP. EXT. BALCONY = 17 P.S.F. SHALL BE NOT LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL THE ATTIC SPACE AND FASTENED IN ACCORDANCE WITH TABLE 6. TYP. DECK = 11 P.S.F. COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH (50.8 MM OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS R602.1.3 STRUCTURAL GLUED-LAMINATED TIMBERS. GLUED-LAMINATED R602.3(1). 7. TYP. INTERIOR WALL = 10 P.S.F. BY 254 MM) NOMINAL DIMENSION, OR OTHER APPROVED FLOOR ASSEMBLIES [NY] R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDINGS OR MATERIALS SPECIFIED IN SECTION 19.3.3.4 OF ACI 318. MATERIALS USED TO TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN 8. TYP. EXTERIOR WALL = 15 P.S.F. DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. R802.5 CEILING JOISTS. CEILING JOISTS SHALL BE CONTINUOUS ACROSS FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 11/2 PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE ANSI A190.1, ANSI 117 AND ASTM D3737. R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. STANDARDS LISTED IN CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332. THE STRUCTURE OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR R602.1.6 CROSS-LAMINATED TIMBER. CROSS-LAMINATED TIMBER SHALL PARTITIONS IN ACCORDANCE WITH TABLE R802.5.2. AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. THE BE MANUFACTURED AND IDENTIFIED AS REQUIRED BY ANSI/APA PRG ALLOWABLE DEFLECTION OF OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE R311.3.2 FLOOR ELEVATIONS AT OTHER EXTERIOR DOORS. DOORS OTHER THAN THE 1. ALL R404.1.1(ON 320 R802.8.1 BRIDGING. RAFTERS AND CEILING JOISTS HAVING A STRUCTURAL MEMBERS FLOOR AREA BEING VENTILATED. REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT RECOMMENDAl10NS OF THE AMERICAN CONCRETE INSIITUTE(ACI)CRETE WORK SHALL CONFORM TO IRC SECTION 404 AND APPLICABLE DIMENSIONS SHALLEBE SUPPORTED LATERALLSS RATIO EXCEEDING 6 Y BY SOL D BLOCKIASED ON NG, AS PER 2020 N.Y.S.R.C. TABLE R-301.7 EXCEP11ONS: MORE THAN 73/4 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD. R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF WOOD-FRAME STRUCTURAL MEMBER ALLOWABLE 1. THE GLAZED AREA NEEDNOT BE OPENABLE WHERE THE OPENING IS NOT 2. ALL CONCRETE SHALL BE STONE CONCRETE (3/4" COARSE AGGREGATE) HAVING A MINIMUM CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE DIAGONAL BRIDGING (WOOD OR METAL) OR A CONTINUOUS 1-INCH BY REQUIRED BY SECTION R310 AND A WHOLE-HOUSE MECHANICAL VENTILATION R311.6 HALLWAYS. THE WIDTH OF A HALLWAY SHALL BE NOT LESS STRENGTH OF 3000 PSI AT 28 DAYS. 3-INCH (25 MM BY 76 MM) WOOD STRIP NAILED ACROSS THE RAFTERS DEFLECTION 3. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 615 FOR GRADE 60, BE WITH THE PROVISIONS OF THIS CHAPTER AND FIGURES R602.3(1) AND L/180 ) SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION M1507. THAN 3 FEET 914 MM). CONTINUOUS AND HAVE MINIMUM LAPS OF 40 DIAMETERS. R602.3(2), OR IN ACCORDANCE WITH AWC NDS. COMPONENTS OF OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET (2438 MM). RAFTERS HAVING SLOPES GREATER THAN 2. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 R311.7 STAIRWAYS. EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE WITH TABLES 3/12 WITH NO FINISHHEDED s CEILING IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING 4. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185, FLAT R602.3(1) THROUGH R602.3(4). WALL SHEATHING SHALL BE FASTENED R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF ATTACHED TO RAFTERS R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS INTERIOR WALLS AND PARTITIONS H 160 AN AVERAGE ILLUMINATION OF 6 FOOTCANDLESOVER THE AREA OF THE ROOM AT A CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW SHEETS ONLY DIRECTLY TO FRAMING MEMBERS AND, WHERE PLACED ON THE EXTERIOR THAT HAVE A VERTICAL HEIGHT OF 30 INCHES PE MM OR GREATER FLOORS AND PLASTERED CEILINGS L/360 HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND R403.1.5 SLOPE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SIDE U ES EXTERIOR WALL, SHALL BE CAPABLE E RESISTING THE WIND ( ) PRESSURES LISTED IN TABLE R301.2(2)111 ADJUSTED FOR HEIGHT AND OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8 M2). ALL OTHER STRUCTURAL MEMBERS L 240 BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL EXTERIOR WALLS WITH PLASTER OR STUCCO L/360 R303.3 BATHROOMS. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER LESS THAN 311 2 INCHES 787 MM WHERE A HANDRAIL IS INSTALLED ON ONE EXPOSURE USING TABLE R301.2(3) AND SHALL CONFORM TO THE FINISH / ( ) IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). FOOTINGS SHALL BE STEPPED SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE REQUIREMENTS OF TABLE R602.3(3). WALL SHEATHING USED ONLY FOR FNSHOS WALLS - WIND LOADS WITH BRITTLE L 240 OF NOT LESS THAN 3 SQUARE FEET (0.3 M2), ONE HALF OF WHICH SHALL BE EXTERIOR WALL COVERING PURPOSES SHALL COMPLY WITH SECTION OPENABLE. EXCEP11ON: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL R703. EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE L/120, ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM R314.1 GENERAL SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). FINISHES 1.,_ LOCAL EXHAUST RATES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCOR- DANCE WITH UL R602.3.1 STUD SIZE, HEIGHT AND SPACING. THE SIZE, HEIGHT AND I I 1 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND WOOD WALLS SPACING OF STUDS SHALL BE IN ACCORDANCE WITH TABLE R602.3(5). 6,. O� W M1505. EXHAUST AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. ACCORDANCE WITH UL 217 AND UL 2034. SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE DIAMETER = Z [NY] R314.2.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE PROVIDED IN FOUNDATION IN ACCORDANCE WITH THIS SECTION. WOOD SOLE PLATES AT ALL R602.3.2 TOP PLATE. WOOD STUD WALLS SHALL BE CAPPED WITH A [NY] R303.7 INTERIOR STAIRWAY ILLUMINATION. INTERIOR STAIRWAYS SHALL BE DWELLING UNITS. HEAT DETECTION SHALL BE PROVIDED IN NEW ATTACHED GARAGES. EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS S %%rb O PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND [NY] R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. EXISTING DWELLINGS PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES AND INTERSECTIONS WITH BEARING PARTITIONS. TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND UNDERGOING REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR ��I ��ti z LLJ w LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11 LUX) AS MEASURED RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY APPENDIX J. SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER (12.7 R602.7.5 SUPPORTS FOR HEADERS. HEADERS SHALL BE SUPPORTED ON REFLECTIVE "v" - TYPE 5 s R�Q`a ; - ,_ )� Q -1 Q MM) ANCHOR BOLTS SPACED NOT GREATER THAN 6 FEET (1829 MM) ON CENTER WHITE CONSTRUCTION `'" AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH END WITH ONE OR MORE JACK STUDS OR WITH APPROVED CLASSIFICATION ��'� ut ,` �,� ry ~ U [NY] R314.2.3 ATTACHED GARAGES. HEAT DETECTION RATED FOR THE AMBIENT OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE �� gQ /.,�.7,� CE"\" -T��{ p (n EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OUTDOOR TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES THAT ARE FRAMING ANCHORS IN ACCORDANCE WITH TABLE R602.7(1) OR `" v 1. ,xl EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER (12.7 MM) ANCHOR BOLTS. BOLTS R602.7 REFLECTIVE "FR" - FLOOR AND ROOF vo •,I� / C v t =l OR MORE RISERS. ATTACHED TO OR LOCATED WITHIN NEW AND EXISTING DWELLINGS. HEAT DETECTION SHALL EXTEND NOT LESS THAN 7 INCHES 178 MM INTO CONCRETE OR GROUTED (2) RED � FRAMING MEMBERS '�0 f, °". �\ vn EXCEPTIONS: SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE ( ) R606.2.1 CONCRETE MASONRY UNITS. CONCRETE MASONRY UNITS SHALL PANTONE 187 n3 Z 1. A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC MANUFACTURERS INSTRUCTIONS. CELLS OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE CONFORNd TO THE FOLLOWING STANDARDS: ASTM C55 FOR CONCRETE z ,. g CONTROL OF LIGHTING IS PROVIDED. IXCEP110N: HEAT DETECTION SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER. MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE BRICK; p\STM C73 FOR CALCIUM SILICATE FACE BRICK; ASTM C90 FOR . .{., :+.+ z' 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO BOLTS LOAD-BEARING CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACED ;= - 2 2- 2 7 R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: CONCRETE AND CALCIUM SILICATE MASONRY UNITS; OR ASTM C1634 FOR STROKE �y�'� )• (- POWER IN ACCORDANCE WITH SECTION E3401.2.1. PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305 1. IN EACH SLEEPING ROOM. CONCRETE FACING BRICK. . � 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. MM) OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE �F ,t O SECTION. TRUSS SIGN DETAIL: R304.1 MINIMUM AREA. HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF NOT -i-, LESS THAN 70 SQUARE FEET (G.5 M2). 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND R608.1 GENERAL. EXTERIOR CONCRETE WALLS SHALL BE DESIGNED AND REQUIRED AS PER 19NYCRR PART 1265.4. SIGN IS TO BE LOCATED AT `. �� P A C HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION EXTERIOR BUILDING ENTRANCE DOORS ATTACHED TO THE DOOR, OR ATTACHED EXCEP11ON: KITCHENS. ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN R404.1.3 CONCRETE FOUNDATION WALLS. CONCRETE FOUNDATION WALLS THAT OR IN ACCORDANCE WITH THE PROVISIONS OF PCA 100 OR ACI 318. To A SIDELIGHT OR THE FACE OF THE BUILDING, NOT MORE THAN 12 INCHES R304.2 MINIMUM DIMENSIONS. HABITABLE ROOMS SHALL BE NOT LESS THAN 7 FEET SUPPORT LIGHT-FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED IN HORIZONTALLY FROM THE LATCH SIDE OF THE DOOR JAMB, AND NOT LESS THAN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED 42 INCHES NOR MORE THAN 60 INCHES ABOVE THE ADJOINING WALKING 2134 MM IN ANY HORIZONTAL DIMENSION ACCORDANCE WITH THE PROVISIONS OF THIS SECTION, ACI 318, ACI 332 OR PCA ( ) ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED R608.5.1 CONCRETE AND MATERIALS FOR CONCRETE. MATERIALS USED IN SURFACE. WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, IT DATE EXCEPTION: KITCHENS. 100. CONCRETE FOUNDATION WALLS THAT SUPPORT ABOVE-GRADE CONCRETE CONCRETE, AND THE CONCRETE ITSELF, SHALL CONFORM TO MAY BE A PERMANENT NON-FADING STICKER OR DECAL. SIGNS NOT DIRECTLY ® AS PER OWNER 5/8/25 PAC THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. WALLS THAT ARE WITHIN THE APPLICABILITY LIMITS OF SECTION R608.2 SHALL BE REQUIREMENTS OF THIS SECTION, PCA 100 OR ACI 318. APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY, NON-FADING, 1 1 /9 /2 2 R304.3 HEIGHT EFFECT ON ROOM AREA. PORTIONS OF A ROOM WITH A SLOPING 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY WEATHER RESISTANT MATERIAL. CEILING MEASURING LESS THAN 5 FEET (1524 MM) OR A FURRED CEILING FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS MEASURING LESS THAN 7 FEET (2134 MM) FROM THE FINISHED FLOOR TO THE SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED SECTION, ACI 318, ACI 332 OR PCA 100. R608.8.2 LINTELS. LINTELS SHALL BE PROVIDED OVER ALL OPENINGS Q AS PER OWNER 5/14/24 PAC SHEET FINISHED CEILING SHALL NOT BE CONSIDERED AS CONTRIBUTING BY SECTION R314.3. EQUAL TO OR GREATER THAN 2 FEET (610 MM) IN WIDTH. R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE R404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION R305.1 MINIMUM HEIGHT. HABITABLE SPACE, HALLWAYS AND PORTIONS OF INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION FOR BIDS 5/24/23 PAC 1 BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. AT ALL POINTS NOT LESS THAN 4 INCHES (102 MM) WHERE MASONRY VENEER IS LESS THAN 7 FEET (2134 MM). BATHROOMS, TOILET ROOMS AND LAUNDRY ROOMS USED AND NOT LESS THAN 6 INCHES (152 MM) ELSEWHERE. � FO)R H.E.R.S. 4/3/23 PAC SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES (2032 MM). 1 1 - EMAIL: info0cgorten.com 1 x4 OVER 1 x8 RAKE BD. ® GABLE ENDS TYP. STANDING SEAM ALUMINUM ROOF 1 x 4 FRIEZE BD. PANELS TYP. 12 12 14 14 BOT. OF HDR.'S ® GABLE WINDOWS LZL_I F— c12 J C12 0 iin U TOP OF PLT. _ — TOP OF PLT. < LICD Q 0!� 0 BOT. OF HDR.'S TOP 0- ® FRONT GABLES _ Ln LJ_I L O Y 0- L0 \ fw/I N \ V = 1\ d CX135-3 CX135-3 \ '� d O Q u0 d CX14-3 ----_.—_----- CX14-3 N 00 d J U CD Z (D 00 12 � C° ci - = Q w TOP OF SUB-FL. - _ ' TOP OF SUB-FL. U _ TOP OF PLT. TOP OF PLT. ® V-0" GARAGE WALLS FLYING _ GABLE BOT. OF HDR.'S BOT. OF HDR.'S 1 x 6 FASCIA BD. ® GARAGEin w WINDOWS - ----— OVER 2 x 4 Li o C 5 SUB-FASCIA TYP. N R d CX14-3 CX14-3 \ I o 0 0 5/4 x 4 CASINGT 12' 12' 1 x 4 FRIEZE BD. N o� a d AROUND DOORS CX24 Cx24 L 6070 0 DBL. .L TYP. & WINDOWS W/ i� CROWN !_ IILI a - TOP OF SUB-FL. TOP OF SUB-FL. TOP OF WALL TOP OF WALL I I I TYP. I I TYP. CULTURE za16 — J HORIZONTAL I I ® ENTRY WALL STONE VENEER ' I I I I I I i l I NOTE: I I I 0 6LLE SCONCES NOTE: I I W 8 A.F.F. TO OF FTG. - - - - - - - - - - - - GFI OUTLET ® o �n o 1- LIGHTING OUTLETFRONT & REAR 0r 1a o' — — — - - - 1 DOOR AS PER N.Y.S.R.C. AS PER N.Y.S.R.C. I I I a I I 1 L I I I I I I I I E-3903.3 E-3901.7 I I I a TYPICAL it - - - � I ILI- - - - - - - - - - - - - - - - - - rJ --1 - - - - - LL - - - - - - 1-1 I� _ TYPICAL STANDING SEAM ROOFING: r STEP FOOTING MAX. . L L-_ — — — — — — — — — — — — — — — — —I— 1— I T — — — — — — — — — — — — — — _ I ROOFNEW ATAS PANELSUMINUM STANDING(OR APPROVED EQUAL M L_ L - - - - - -L - -I- - - - - - L I I 1 30 -I I � � T 7 T � 1 COLOR: GRAY OR AS SELECTED BY OWNER TOP OF FTG_ I - - - - - - - - - - - - - - - - - - - - - - - - - - - - -{ L- - — �- - - - - - - - - - — �- - - - -- - - - - - �. _ _� — - - -• - - - --•_ __ — — TOP OF FTG. L - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYPICAL ROOFING: G.A.F. TIMBERLINE ULTRA "H.D." LIFETIME HIGH DEFINITION ASPHALT ROOFING FRONT ELEVATION SHINGLES W/ LIFETIME WARRANTEE. COLOR: AS SELECTED BY OWNER 1/4"=1'-0" (NORTH) W TYPICAL HIORIZON AL SIDING: > WINDOWS & DOORS. U.L. RATED FLUE HORIZONTAL SIDING W/ 5" EXPOSURE. PIPE FROM GAS S SELECTED BY OWNER b z MATCCHINGCORNERS AND WHITE SOFFITS, THE FOLLOWING PRODUCTS ARE SPECIFIED AS PER R-609 AS THEY MEET OR EXCEED FIRE PLACE - THEIR REQUIRED DESIGN PRESSURE INDICATED ON THIS PAGE AND REQUIRED UNDER s s " FASCIA, TRIM, & ACCESSORIES W Q Lo STATE CODE. THE 2020, RESIDENTIAL CODE OF N.Y.S. y U C7 TYP. CULTURE 1, WINDOWS WILL BE A,NDERSEN 400 SERIES CASEMENT WINDOWS AS SHOWN WITH HIGH STONE VENEER _ W PERFORMANCE LOW--E4 GLASS WITH A U-FACTOR OF 0.29 (.32 MAX.) / SHGC OF 0.29 ® CHIMNEY - TYPICAL STONE VENEER: z - U w � AND A PERFORMANCE RATING OF DP 30 MIN. CULTURED STONE VENEER MANUFACTURED INTERIOR COLOR: WHITE EXTERIOR COLOR: WHITE r y 12 2. ENTRANCE DOORS WILL BE THERMA-TRU OR EQUAL, PREHUNG INSTALLED IN 1 x 4 OVER 1 x 8 EQUAL BL OVER ICIE ILDFLASHING C(OBBLEFIELD W/ TRIM OR COMPLIANCE WITH MANUFACTURERS REQUIREMENTS. RAKE BD. TYP. _ 12 SELECTED BYOW ER. OBE INSTALLED Ld ct� z 3. PATIO DOORS WILL BE ANDERSEN 400 SERIES FRENCHWOOD INSWING & GLIDING DOORS - AS PER MANUFAACTURERS SPECIFICATIONS. 0 WITH HIGH PERFORMANCE LOW-E4 GLASS WITH A U-FACTOR OF 0.30 (.32 MAX.) / _ 12 SHGC OF 0.21 AND 0.23 AND A PERFORMANCE RATING OF DP 30 MIN. Lli INTERIOR COLOR: WHITE EXTERIOR COLOR: WHITE 4 - TYPICAL EXTERIOR RIM: 0 Ln ALL EXPOSED TRIM TO BE AZEK OR 0 Lo 01-1 VERSATEX, PAINTED WHITE U Qo 0 — TOP of PLT_ . HANDRAIL NOTE: ALL HANDRAILS & GUARDRAILS SHALL O.H. BOT. OF HDR.'S COMPLY W/ N.Y!.S.R.C. R-311 & R-312 TYP. ASPHALT ROOFING SHINGLES STANDING SEAMLi ALUMINUM ROOF (n cx235 PANELS o o_ I 0 00C z 0 12 f- 4 TOP OF SUB-FL. Q — > LW V_0" TOP OF PLT. O.H. GARAGE WALLS w FLYING _ GABLE _ BOT. OF HDR.'S ® GARAGE HHH HHH FF7HDOORS .n N �- O TYP. l 0- W F1 11so8o 9080 HORIZONTAL a II SIDING RAILING AS O.H.3' HIGH O.H. Z PER CODE _ ,/.; 0 J a DOOR DOOR �� `h y/ Q ry U TOP OF WALL p (n - _ �- 2 2 2 7 I 2 I L11 306811] I I 1 I ~� TOP OF FTG. N IT TI - - - - - - - -- - - - - - - - - - - - -I , I 1 I — — I-0a - - g I I- - - -(� ® GARAGE in PAC I � - - - - -- - - - - - - - - - - - - r- -� I I I w I I NIA--1 I1� I i FlI11�1 _ _ J r - - - J MAX. 1 —� - - - - - -I-I DATE I I L11- - - -III i - - - - J 30• STEP FOO11N AS PER OWNER 5/8/25 PAC 11 /9/22 TOP OF FTG. -I- - - - - - - - - - - - - -- - - - - - - - - - - - - - - L - - - - - -� - -I AS PER OWNER 5/14/24 PAC SHEET# FOR BIDS 5/24/23 PAC 2 1 - - - -� - - - � - � LEFT SIDE ELEVATION 10 1/4"=1'-0" (EAST) FOR H.E.R.S. 4/3/23 PAC 11 i EMAIL: info@cgorten.com z N _ STANDING SEAM - ALUMINUM ROOF PANELS ry TOP OF PLT: — 12 Q LL_I _TOP OF PLT._ CD p BOT. OF HDR.'S 7 1200 BOT. OF HDR.'S LLJ — I' 5/4 x 4 CASING - O d II p AROUND DOORS = Y L0 i \ vWi & WINDOWS W/ Cw 25 . o a CROWN CW13 W135 BOT. OF HDR. N j i 0 i CX135-3 EGRESS CX135-3 0 Q � x ® GABLE WINDOW I I a- /Q/� U o O _I ooa v / � I- 12 4 U-) Q = Q LLJ TOP OF SUB-FL. TOP OF SUB-FL. U TOP OF PLT. -0„ FLYING 1'-0" TOP OF PLT. BOT. OF HDR.'S GABLE - 1 GABNE GARAGE WALLS __ BOT. OF HDR.'S i \ 0LLJ 6 x 6 ACQ ® GARAGE j (L POST WRAPPED Cx135 WINDOW o _ TEMP. CX235 W135 CX235 to d N IM W/V1 VERSATEX 6�CAP FWG 606 J1-R 4PFGP 120611 o O & 1 x 10 BASE - 0 (TYP. FOR 4) CX24 00 a I i� 3' HIGH TOP OF SUB-FL. RAILTOP OF SUB-FL. PER ICODE NG S TOP OF WALL TOP OF PATIO TOP OF WALL TOP OF WALL ® PA110 ALL EXT. SCONCES I I NOTE: a0 I I I I 6'-8" A.F.F. MIN. TO CE I j o LIGHTING OUTLET GFI OUTLET ® I( II II I �I x15 LLJREQ'D ® EA. EGRESS FRONT & REAR IIIIII II I 2 —IGRADE ACCESS TEMP. DOOR AS PER N.Y.S.R.C. AS PER N.Y.S.R.C.p TOP OF FTG. I I Ii E-3903.3 E-3901.7 I II I I w a- ® REAR PATIO 0 - - - - - - - - - - T — L ar � o � — — TYPICAL - L - I II I jI I / TYPICAL STANDING SEAM ROOFING:NG 1MAX j / I I NEW ATAS ALUMINUM STANDING SEAM 30• L I I I r / I ROOF PANELS OR APPROVED EQUAL TOP OF FTG. TOP OF FTG. 2 1 I TOP OF SL I r / I I COLOR: GRAY OR AS SELECTED BY OWNER �I- - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - -�--� �1 � - - -- - - - - - - - - - - 1- - - - - - - - �- — J f - - - - - - - - 1 � - - 11 L_ - - - - 1- - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � J J -I- - - - - - - - - - L - - - - - - - - -- - - - - - - - - r - � - � r-- - - - - - - - - - -I- - J TYPICAL ROOFING: I- - -f- - - - - -J - -� G.A.F. TIMBERLINE ULTRA "H.D." LIFETIME HIGH DEFINITION ASPHALT ROOFING REAR ELEVATION L - - - - - - J SHINGLES W/ LIFETIME WARRANTEE. 1/4"-1'-O" (SOUTH) COLOR: AS SELECTED BY OWNER W TYPICAL (HORIZONTAL SIDING: > HORIZONTAL SIDING W/ 5" EXPOSURE. oCOLI z MATCH:INGS SELECTED BY COIRNERS AND WHITERSOFFITS, N FASCIA, TRIM, & ACCESSORIES W Q Ln TYP. CULTURE 1 x 4 OVER 1 x 8 U O� STONE VENEER RAKE BD W . ® GABLE z Li r- ® CHIMNEY ENDS TYP. TYPICAL STONE VENEER: W 12 CULTURED STONE VENEER MANUFACTURED _ a _` � 4 FRIEZE BD. BY BORAL - COBBLEFIELD W/ TRIM OR 12 EQUAL OVER IICE SHEILD FLASHING AS z SELECTED BY OWNER. TO BE INSTALLED W 12 AS PER MANUIFACTURERS SPECIFICATIONS. ry 0 - - z a4 � z TYPICAL EXTERIOR TRIM: Lo W ALL EXPOSED TRIM TO BE AZEK OR 0 Lo ct� VERSATEX, PAINTED WHITE U (_o 0 TOP OF PLT: — — TOP of PLT. HANDRAIL NOTE: ALL HANDRAILS & GUARDRAILS SHALL & TOP OF PLT. 12 COMPLY W ® FRONT GABLES BOT. OF HDR.'S / N„Y.S.R.C. R-311 & R-312 12 :r w 1 -0 AS NGPHALT \ to iv FLYING SHINGLES w I 0 GABLE Cx235 \ 0 x N 00 a I i a i� 12 z 4 O 12 TOP OF SUB-FL. 4 TOP OF SUB-FL. TOP OF SUB-FL. Q TOP OF PLT. _ — TOP OF PLT. W 1 x 6 FASCIA BD. TOP OF PORCH GIRDER -� OVER 2 x 4 BOT. OF HDR.'S SUB-FASCIA TYP. BOT. OF HDR.'S . W C) ` / 0 \ o - 6 x 6 ACQ \ Li (n n N POST WRAPPED 6 x 6 ACQ 0 �- oO Cw13 CW135 POST WRAPPED 0 0 � a W/ 1 x VERSATEX FHW31611 W/ 1 x VERSATEX j I � = O N TRIM W/ 1 x 6 CAP JI 0) n. & 1 x 10 BASE 0I TRIM W/ 1 x 6 CAP N o0 _ (TYP. FOR 6 0 FRONT) \ (TYPXFOR 4 0 REAR) ^ II TOP OF SUB-FL. O TOP OF SUB-FL. TOP OF SUB-FL. A/C A/C A/C / COND. COND. COND. �•• (� R W U TOP OF WALL UNIT #1 UNIT #2 UNIT #3 TOP OF PATIO TOP OF WALL 0 r' �� ' �x�, rr=�� TOP OF WALL 1 C C� P n 0 PATIO I I I DIRECT VENT FLUE FROM MASONRY— �I / / I� I I I I I L.P. GAS BOILER. CHECK EGRESS Cx15 I C' 2 2- 2 7 o I I I I MANUFACTURERS AREAWAY TYP. I IK TEMP. IA I I I I �* o - No 13a�:g ��` of p I I I I NSTALLATION SPECIFICATIONS FOR I I I I \ II I I I I TOP OF FTG. o 0 ` OF�rJ o� o _ I ® REAR PATIO I a h a i i i i CLEF RANCES.S AND 3 I I � \J� i I I ^ - -I - - - `f - - -I� o�a PAC - - - - I I 4 I - - - - I � " DATE I I I I TOP OF SLAB I I I — — r I A AS PER OWNER 5/8/25 PAC 11 /9/22 TOP OF FTG. TYPICAL - _I� _ - - _ - _ _�I�� _ - _ - - 1 �__ - I TOP OF FTG. - - ^ -1 - - - - - - - - - - - - - - - - - STEP FOOTING MAX. 1� - - - - - - - -I- - - - - - - - - - - - - - - - - - -I- - - - - - - - -I - - - — - - - - - - - - - -I & AS PER OWNER 5/14/24 PAC SHEET# RIGHT SIDE 1ELEVATIOR FOR BIDS 5/24/23 PAC 3 10 H.E.R.S. 4/3/23 PAC (WEST) FOR 11 DBL- KING STUD 5 0 2A•B!" LEGEND: EMAIL: ABOVE T.O.W. ( info@cgorten.com 2) 2x5 JACK STUD-- NEW P.C. WALL TO BE CONSTRUCTED TYPICAL SHEAR HOLDOWN NEW CONC. BLOCK WALL TO BE CONSTRUCTED SIMPSON # HDU5 W/ 14- 1/4"x2 1/2" SCREWS DROP TOP OF CONIC. ( EL. -0'-0") CIA, OPP SECTION SECTION MARK SHEET # i E W MCA 2PLATE PR 5P000 2 DETAIL SHEEIT # a ° z 30" MIN. REBAR LENGTH 75'-0" OVERALL SD SMOKE DETECTOR Ll_I . 4 d . PROPOSED I— U ° d ® CARBON MONOXIDE / SMOKEry o? / ° ° 17-0 23'-0" DETECTOR COMBINATION rl- u a , d d ° �,BP BEARING POINT POST ABOVE � W `— ✓ o� d ° ° ° 2'-2" 14'-10" 9'-11" 3'-2" 9'-11" O °d 1/2' MIN. 0 8"P.C. 9'-6" 8"P.C. 9'-4" 8"P.C. 9'=4" 8"P.C. 4'-2" POST BELOW I-- O d CHEEK CHEEK CHEEK CHEEK BP p Z00 d FROM CORNER WALL WALL WALL ■ BEARING POINT POST ABOVE & BELOW J � SIMPSON SS71320 ANCHOR E30LT ° � 8" 10'-2" 4'-0" 8'-6" 6'-0" WALL LL_I W � I W/ 17" MIN. EMBEDMENT INTO FOUNDATION TREADS LANDING 8" 4'-8' 8" C B.F. BOTTOM OF FOOING ELEVATION = Y a- LO 5/8" DIAM. ANCHOR BOLT I 8" P.C. AREAWAY EGRESS T.F. TOP OF FOOTING ELEVATION = _ � 8 T.S. TOP OF WALL SHELF ELEVATION 0 ( , J O W/ 7" MIN. EMBEDMENT WALLS W STONE AREAWAY L_ lJ INTO FOUNDATION of A WALL CAP DROP T.W. B T.W. TOP OF WALL ELEVATION O Z TYPICAL CORNER HOEDOWN lZ» 12° $ -8" FROM TYP. WALL LINE OF P.C. SIMPSON # STHD14RJ W 38-16D SINKER E $ v NAILS MIN. 1 1/2" 00 END DISTANCE FROM OF A.B. OF A.B. 3 CD EDGE OF STUDS LADDER 4 STEPS ABOVE cn - - - - ry w SHEAR HOLDOWN DETAIL 2 _ I 2 I I I = Y I I I I U Q OVERHEAD DOOR 4 _ C I EGRESS I I 4 I� -I — — — — WQ— t I — — — — — — — — -fi f — — — — — — — I I o w� i Q AREAWAY I M t I 1 L� N.T.S. / 1 - - - w Q J I W/ GRAVEL J L - I - _ = Z-= _ - - - - - _ - - - J L - - - - - - -) I I GALV. POST ANCHOR =Q L - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ SIMPSON AB66 Mc�� 1 CX15 - - - - - - I ON 8" P.C. WALL . r - - - - - - - - - - - - - - - - - - - - - 00 - - (3)2x10 HDR. -, .. .. - - - - - - - - - - F-j STEP-:x o 2 I I I FOOTING T a 8 I 21'-8" g'' 30'-2" �, I I s" 4'-2" 4x POST SIMILIAR (n I I 4'-0" -j F- - - - - - - - - - - - - - - - _ _ J ; 8., UNEXCAVATED I I 3'-4" 8" a p 8" x 8" P.C. PIER N STEP I I EGRESS CORNER HOLDOWN �` V I I 10 1 o NEW 4" P.C. PATIO SLAB = �` I I I FOOTING AREAWAY w SIMPSON # STHD14RJ t✓ 14 m ao I I iv STRAP TIE P� T N DROP TOP OF PIER m OVER COMPACTED FILL �_ I� o = D NAILS MIN. 1 1/2" I 00 `O m -9" FROM T.W. END DISTANCE FROM I - - - - - - -HANDRAIL - - - FOR BEAM I I ABOVE a \ I U rn EDGE OF STUDS o z I III I I o ® PROTECT WOOD TYP. PERIMETER 38-16D SINKER p a 0 �2 I 6'-7" 6'-7" I ' I IN CONTACT WITH WALL INSULATION: I I 2 'z _ I I I I I f I I p6a = I CONCRETE W/ 8" x 12" P.C. PIER 2" MIN. CLOSED CELL 2-2x6 MCA PLATE- c I ICE-SHIELD SPRAY FOAM EpR 5P n v�i \\I I I I a f FLASHING DROP TOP OF PIER r (-I 4 M n " -12 FROM T.W. GI.�P t - -J L - - - - - - - - - - - - - - - - - - - - - INSULATION (R-14) I / ' d� ,9 ° - - - ,� BP - - - - - - - - - - - - - - -� L - - - - - - - -- -� L— 1 -\ �/ I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (2) 13/4" x 1117/8" LVLGIR. I/ - 30' MIN. o a ,.� ° N - -Cj1 1 I I "• n I - - - - - - -`� - - - - - - - - - — — — — - - -- - - - - - - - - - - - - REBAR LENGTH /�l ONE #4 I 33 GAL. WELL WATER STORAGE d e a ° REBAR IN n 4 I i� SHEAR CONE 3 1 2 0 STRUCT. T N 5/8" DIAM. ANCHOR BOLT x w l N I I N I I W/ 7" MIN. EMBEDMENT (12" MIN I I I I A501 GRADE B 40 x 40" x 12" 5' a a I % --�-�-�1~ 1 INTO FOUNDATION 1�2" iN, REBAR LENGTH I I ~ P.C. FTG. W I 8" x 8" P.C. PIER STL. COLUMN ON A / I �I I LADDER n ORN R I I I DROP TOP OF PIER 40" x 40" x 12 #4 REBARS ® 6" I _ - 8" P.C. FOUNDATION WALL x 9'-0" - - - -9" FROM T.W. P.C. FTG. W/ O.C. EACH WAY L HIGH W/ #6 REBARS VERTICAL o T I I o1 I I FOR BEAM #4 REBARS ® 6" cn - - 32" O.C. ON A 10" x 20" P.C. I I 00 12' 1� E I "' I I O.C. EACH WAY N ^ - - FOOTING W/ 2 x 4 CONTINUOUS - } 3 I V) u- 1 _ KEYWAY & (2) #5 REBARS. d J I I � OF A.B. OF A.B. �t I0 I } Q WALL TOBE PROPOSEDF02 N(26.106') o LO w 3 Q I I co Q o N p F 0 I DROP TOP OF ! I o x = - - = FOUNDATION WALL NEW WALL TO N �I w c�I I a o a 0 1 1 WALL -1'-4" 44" x 44" x 12" io N, - - HAVE (2) 2 x 6 ACQ SILL PLT. N �`'a 3 I w J CORNER HOLDOWN STRAP TIE W ( DOOR M.O. P.C. FTG. W/ #4 I I CELLAR 0 TOP OF FTG.'S EL. 17'-2" - , I TO ALLOW FOR UNEXCAVATED _ 0 1 — Q 0 0 m N a REBARS ® 6" O.C. ro 3 1 2"0 STL. BOT. OF FTG.S EL. 16'-4" rn w a o 2 DI-TAIL C� FOUNDATION WALL o � _� �, c9-o» CLG. HT.) / f- - - w = o un o �' 0 / 8" HAUNCH SLAB FILL AND TAMP FOR 4" EA. WAY COLUMN ON A I- - - - I I N a 4" POURED CONCRETE -' 0 0 n I L POURED CONCRETE FLOOR 3~ x 3" x 1 4" FLOOR SLAB COLUMN ON A o I I o la woo 24" x24" x12" / " 4 a, - 0== I SLAB W/ 6x6 W2.0 X W2.0 W.W.M. / P.C. FTG. - _ - I - - I N.T.S. o —�, I I I STRUCT. STL. COLUMN I „ PITCH -3" TOWARD O.H. 24" x 24 x 12" M a. T _ I I I N GARAGE DOOR TYPICAL 19'-5 f HIGH ON A BP P.C. FTG. o I PROPOSED I "0 48" x 48" x 12" P.C. INSTALL R-19 ,,� P I = I A/C 8" P.C. AREAWAY � M LJJ N GRAVEL I I ` I COND. I WALLS W/ STONE 1 I FTG. W/ #4 REBARS GATT SOUND - �� DRIVEWAY INSUL. AND 1/2" - - - - -� I I UNITE I WALL CAP, DROP T.W. N EL. 25'-7" I/ PITCH ® 6 O.C. EA. WAY SHEETROCK CLG. 5'-0" x 3'=8'_ 2'-10" ^ ® I L ABOVE J —8" FROM TYP. WALL I I CD 24'-10" M 6" P.C. 1 I g 8" 6'-10" 6'-10" 11'-6" I �- SLAB (� 4 ( I 7 11'-6" 11'-6" I F ON GRADE FOR LJ o _1 I I I r I AC COND. ^I I— I I COND. I I UN ITS ABOVE U W I L — 2 I I DROP TOP OF ABBOE WALL -1'-4" _ LzLJ I (2) 1 3/4" x 11 7/8" LVL IR. (3) 1 3/4" I x 11 7/8" LVL - GIRDER _ I I L — — J 8" x 12" P.C. PIER 0 i � f ® DOOR M.O. - - � - _ wo I I TO ALLOW FOR I I I BP BP I DROP TOP OF PIER o I 8" HAUNCH SLAB d I I -9" FROM T.W. ~ z I I / 3 1/2"0 STRUCT. J 3 1/2"0 STRUCT. I I I A/C FOR I FOR IBEAM Ld o¢ I I 8" x 12" P.C. PIER - J / - - A501 GRADE B STL. N A501 GRADE B STL. w I I # I I ry 0 u`=z I DROP TOP OF PIER I / COLUMN ON A i O COLUMN ON A m z ABIOVEI �— N 0 I -9" FROM T.W. N BATH FIXTURES, 44" x 44" x 12"ad _ 36" x 36" x 12" to Lo o I STEP FOOTING I FOR BEAM SEE FINISHED 0) AIR I ao = a I L I AIR P.C. FTG.S W 4 �o P.C. FTG.S W 4 a - - - w o o /I DOWN -4'-6" I BASEMENT PLAN 1 AIR / # ,� / # m w HANDLER I o I HANDLER REBARS ® 6 O.C. N REBARS ® 6" O.C. ¢(3 w Li 0== f � I 3 1/2"0 STL. 0 3 / ® w z L(� — o - —u-1 I I r _ COLUMN ON A M C j # I / I #1 EA. WAY EA. WAY oo W as I O " u Q0 0 I I - - - - - -oo - - - - - - - - - — — — —r - - - - - - - - - I rn 28" x 28" x 12' � 0 / � � I / � I —_— - - - - - - - - - - - - - - - — D.V. N I o P.C. FTG. _ \ - - - - - - - // _ - - - - - - -I--===_____-_ co 080 /L I NEW 70 GAL. INDIRECT 4 - - -L - - - � - - - � - r - - - - - - - - - - - - - - - - - - - HOT WATER STORAGE 1 - - - - - - - - - - - - - - - - _ ® . . I I TANK n 2816 �3'-0' PROVIDE PVC SLEEVE I SEWAGE EJECTOR ^ I I NEW TANKLESS I N r T.W. EL. 26'-2" STEP P FTG. I FOR NEW C.I. INVERT. I I I - - - - - - - - - - - - - - I I L.P. GAS FIRED I / DIRECT VENT FLUE FROM I w I AREAWAY CAST IRON TO EXTEND I I I D.V. BOILER o T.F. EL. 21'-8" , I ' , I I W/ GRAVEL f 2 MANUFACTURERS L.P. GAS BOILER. CHECK 2'-0" MIN. PAST FACE I I I n B.F. EL. 20'-10" OF WALL I �' I I I WITH CONCRETE OD IW�CONTACT I I I I I i L - - - J I 4 NSTALLATION SPECIFICATIONS FOR of - - - -` / I- - - - V NEW 9 1/2" TJI I w - � ICE-SHIELD FLASHING REQUIREMENTS AND / 230 F.J.'S ® � - - - - - - - - - I f - - - - - - - - - -� TL\- - - - - - J CLEARANCES. 16" O.C. 0 1 1 _ UNEXCAVATED 1 I r 4 8~ P.C. AREA (3) 2 x 10 HDR.- G�P� - - — — — — — — — — — — I / \GQ` FILL AND TAMP FOR r - - - - - - - - - - - - - _ W II UNEXCAVATED 4" POURED If ALES W/ STONE REMOVABLE J 2 I I 2 = 2 ( UNEXCAVATED WALL CAP, DROP T.W. ALUMINUM a I �' POFILL URED TAMP FOR 4" - I 4 CONCRETE PORCHF FILL AND TAMP FOR 4" I I STEP -8" FROM TYP. WALL J GRATE TYP. TO PROPOSED 4 D CONCRETE PORCH -j a J FOOTING S.C.D.H.S. I/A I I - POURED CONCRETE PORCH c PET. w A SOWTSANITARY / i I, n SLAB 8I I f n SLAB I I I Y w 5" 8' 12'-9' 13'-6' 8' 12'-.3 8" I5" w SYSTEM _ _ GRADE -'-•-'-'- - U 8 _ d HDR. HT. d- STEP I — — - - - - - - FOOTING d00 o Q _ _ _ LADDER 2 x 10 ACQ L - - - - - - - If I ( I - �I I w a SIMPSON AB66 .� GALV. POST ANCHOR LINE OF P.C. I I I I ON 8" P.C. WALL z O 2650 E=CRESS FRAME RIPPED cli I STEPS ABOVE �� - - - - �J TO 8" AROUND co M.O. Q - - - - - - O :- 0 5" 13'-9" 8"P.C. 6'-1" 8"P.C. 6'-1" 8"P.C. 13'-3" F-- I I 5„ Q d- o CHEEK CHEEK CHEEK � WALL WALL WALL CD - NEW 8" P.C. - � AREAWAY N WALL GRAVEL -._ -. Q O U d 00 ~ cn MASONRY 0 3'-9" `t r. �1��\�� X OPENING Q CZ TIRMEM Q w 25'-6" � 14'-6" 13'-6" 22- 27 w � � - P!o. 13 i8�3 ' I d DAMPROOFING ° o N N 75'-0" OVERALL BELOW GRADE .4 tL PROPOSED TYPICAL � F- P�`��'° dd DRAWN BY 8" P.C.- T.O. SLAB 1� FOUNDA-IION _ • - - - PAC WALL T.O. P.C. FTG. NOTES: d SEE GENERAL NOTES & FRAMING NOTES SEE TYPICAL CONNECTION DETAILS ® AS PER OWNER 5/8/25 PAC DATE11 /9/22 - SEE NOTES ON OTHER SHEETS AS NECESSARY FOUNDATION PLAN - IT IS THE INTENT OF THESE DRAWINGS AND A TYPICAL FOUNDATION WALL: TYPICAL ANCHOR BOLT: Q AS PER OWNER 5/14/24 PAC SHEET# EGRESS WINDOW REQUIREMENT OF THIS PROJECT THAT ALL 1/41'=1�-00' POINT LOADS ARE TRANSFERED DOWN To THE 8" P.C. FOUNDATION WALL x 9'-0" HIGH 5/8" DIAM. x 12" HOT DIPPED GALVANIZED (SEE FINISHED CELLAR PLAN ON SHEET 4A) 3 AREAWAY DETAIL FOUNDATION WITH A CONTINOUS LOAD PATH. W/ #6 REBARS AT 32" VERTICAL ON FOUNDATION ANCHOR BOLTS W/ HOT DIPPED 0 WERE FOR BIDS 5/24/23 PAC ERE DIMENSIONS ARE NOT GIVEN, THE 20" W x 10" THICK P.C. CONTINUOUS GALVANIZED PLATE WASHERS 3"x3"x3 16" CONTRACTOR SHALL VERIFY IN THE FIELD THAT FOOTING W/ 2 - #5 BARS CONTINUOUS 35" O.C. & MAXIMUM V-0" O.C. FROM ALL LOADS ARE TRANSFERED AS SHOWN & 2" x 4" KEYWAY. CORNERS. W/ MIN. 7" EMBEDMENT. 1A FOR H.E.R.S. 4/3/23 PAC 11 I LEGEND: EMAIL: info@cgarten.com _ SECTION R303 LIGHT, VENTILATION AND HEATING S 7. -771 NEW P.C. WALL TO BE CONSTRUCTED R303.1 Habitable rooms. All habitable rooms shall have an aggregate glazing NEW CONC. BLOCK WALL TO BE CONSTRUCTED area of not less than 8 percent of the floor area of such rooms. Natural DROP TOP OF CONC. ( EL. -0'-0") ventilation shall be through windows, skylights, doors, louvers or other approved openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be readily controllable by the building occupants. The minimum openable: area to the outdoors shall be 4 percent of the floor area SECTION SE SHOEET # being ventilated. E w 2 DETAIL # DETAIL Exceptions: 2 SHEET # 1. The glazed areas need not be openable where the opening is not required Z SMOKE DETECTOR LLJ 75' by Section R310 and an approved mechanical ventilation system capable of O producing 0.35 air change per hour in the room is installed or a whole-house PROPOSED OVERALL mechanical ventilation system is installed in accordance with Section M1507. PR N ® CARBON MONOXIDE / SMOKE l L r j DETECTOR COMBINATION / � 17'-0" 23'-0" C` 2. The glazed areas need not be installed in rooms where Exception 1 is 35'-0" L BP BEARING POINT POST ABOVE w ■ POST BELOW I- O satisfied and artificial light is provided that is capable of producing an average 2'-2" 14'-10" 9'-11" 3'-2" g'-11" 8"P.C. 9'-6" 8"P.C. 9'-4" 8"P.C. 9'-4" 8"P.C. 4'-2' Q Z � illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches (762 mm) above the floor level. M � CHEEK CHEEK CHEEK CHEEK BP WALL WALL WALL WALL ■ BEARING POINT POST ABOVE do BELOW � W � � 8" 10'-2" 4'-0" 8'-6" 6'-0" LLI TREADS LANDING FINISHED AREA: 1,005 S.F. X 6 FOOT CANDLES = 6,030 LUMENS REQUIRED 8" 4'_8" 8" B.F. BOTTOM O FOOTING ELEVATION = Y M r- C T.F. TOP OF FOOTING ELEVATION a_ 8" P.C. AREAWAY EGRESS (450 LUMENS / FIXTURE) 450 x 14 = 6,300 LUMENS PROVIDED WALLS W/ STONE AREAWAY 8 T.S. TOP OF WALL SHELF ELEVATION U J O A WALL CAP, DROP T.W. B T.W. TOP OF WALL ELEVATION I— O Z c0 8 -B FROM TYP. WALL 8 LINE OF P.C. v LADDER 4 STEPS ABOVE O Q U Y(n 4 0l vN I EGRESS I 4 I I - - - - - - I =Ja- -1 I - - - - - - - - I - - - - - - - - �- - 1 o w I ¢ AREAWAY ' �' I I SIMPSON AB66 ') W� I W/ GRAVEL I 1 I L ---- Z-= -_ _J L-- __-- - - - - J L - - - - - - - - - - -J GALV. POST ANCHOR �- 1- - - - - c - J - CX15 — J L - - - - - - - - - I - - - - - - - - - - - - - ON 8" P.C. WALL y - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I 17777777741 00 STEP 0 2 1 I FOOTING 1 1 I 8 1 20°-4° 30'-2" 8„ 4'-2„ 4._0., I N UNEXCAVATED 1 3'-4" 8" a cO - - - - - - - - - - - - STEP 1 1 EGRESS I NEW 4" P.C. PATIO SLAB ro I of I m OVER COMPACTED FILL = FOOTING I-1 AREAWAY Y o = I 4 4" 4" ABOVE U \ a I F- - - - - - - HAND RAI - - - I ~ . I 1 o a z I I I I I = COLUMN 1 PROTECT WOOD a \ I ,� I I IN CONTACT WITH I i 2 _ 1 11 1 I T I i X I 06 - DUCT SOFFIT ABOVE W TRIM 1 / DROP TOP OF PIER r �I 4 I o F-o o LINE OF 7'-11" HT. WRAPPED .1 co Z 8" x 12" P.C. PIER ¢ �, $ / ICE-SHIELD SHEELDTE W -12" FROM T.W. I 1 I I I v - - - - - - - - - FLASHING _ _ I —J L - - - - - - - - - - - I- - - - - - - - - - - --� BP - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - — — — - - - - - - - - - J-•- - - - - - - - - - - - - - - - - - - — — — — cc) N — — — — — - -� 1 11 n I I _ _ _ - 0 1� I I � I I WATER LS RAGE . WELL 4 I 5' 5' 6„ 6" 5' 6" 17' 2" z N I I N1 0 1 ,r i 7'-11" i I I TANK I z LADDER n I I N 4A J I= UP 13R I =I N �Ap6, L- - I low I I N - - I r I I ,� w I -4'-O"_ �I I W3Q1 I Co � o N 1 - x o'¢ d V1 D M I 3I 1 V JLd F I DROP TOP OF - - 4" 1 UI w Q\ N o o Q o 1 WALL -1'-4" 44" x 44" x 12" 1 RECREATION ROOM � 1 I a �= I 0 DOOR M.O. UNEXCAVATED P.C. FTG. W/ #4 r I - L w 0 0 m n I TO ALLOW FOR REBARS ® 6" O.C. (8'-11" CLG. HT.) ° 1 � N a. Q 0 0 / '�. 8" HAUNCH SLAB FILL AND TAMP FOR 4" EA. WAY CO - - - 1 eo 00 o o: :9 N 0 1 1 POURED CONCRETE FLOOR _ _ _ o _ _ 2 0 °1 a_ o== I 1 L I SLAB W/ 6x6 W2.0 X W2.0 W.W.M. 13 A I I r 8" P.C. AREAWAY M o_ M io _o - —C4 N PITCH -3" TOWARD O.H. - `� I I o) _ w BP I1 COND. 1 WALLS W/ STONE PROPOSED I i i N GARAGE DOOR TYPICAL 1 29,_7., �P 13'-7" I UNIT #3 I I WALL CAP, DROP T.W. N > GRAVEL ABOVE -8" FROM TYP. WALL n DRIVEWAY 1 / PITCH - - - I L - - J I EL. 25'-7" I �• °f - I 4 4" 4" 4" I _ _ -6" P.C. SLAB (\ 1 I 8" 24' 10" 8" 8" 45'-10" `L 8" r ON GRADE FOR LIJ L,7 4 1 I I 1 COND. 11 A/�C COND. U Q 0) 1 I I o _ 1 UNIT #2 UNITS ABOVE 0 z LIJ DROP TOP OF I r/ I , r 11 ABOVE 11 I W r- 3 I WALL -1'-4" TYP. PERIMETER I ri �BP I 1 L _ - J I _ 1 0 DOOR M.O. WALL INSULATION: o 0- I I TO ALLOW FOR 2" MIN. CLOSED CELL I 1 d�°6 G. ? �u'p I I ° 8" HAUNCH SLAB SPRAY FOAM (- 4 1 6 OE.F. ,Q�8 I I A/C W I I s� s MECH. ROOM 1 COND. 1 jr Of 1 INSULATION R-14 1 ( ) 1 I - J g'_2" - - C? I w I I UNIT #1 11 in I 1 I UTILITY BATH 2 { NEW RHEEM ELEC. 5/8" TYPE 'X' FIRE Uj (9'-0" CLG. HT.) N a I L ABOVE I z z � 0 4" POURED CONCRETE 0° 0 STEP FOOTING 0 SPLIT A/C AIR RATED SHEETROCK AT a a AIRFLOOR SLAB -I - - - W ¢0 0 I 4 (PO RED CONCRETE AIR (8'-11" CLG. HT.) 4• I HANDLER J 0 L DOWN -4'-6" 1 HANDLER n HANDLER #1 CLG. 3'-0" MIN. AROUND ¢v w Ln - o=_ 1 36" VAN. FOR 1ST. BOILER AS PER CODE LU Z 1 1 I i FLOOR SLAB #3 - #1 0 o _ I 1 FLOOR ZONE N�''a - - - - - - - - - - - - - - - - - - J -- - - - - - -- -_—_—_- -_—_— — — D.V. U (-o O I I NEW RHEEM ELEC. SPLIT 1 �/ NEW 70 GAL. INDIRECT 1 ' N 1 1 `I o A/C AIR HANDLER #3 _ — — — I { - FOR FINISHED CELLAR r _ — — — — 1 1 HOT WATER STORAGE 4 1 - - - - - - - - - - - - - - - - - - - - 1 - - - - - - � - - - 1 TANK n 2816 \ // 3-0 PROVIDE PVC SLEEVE SEWAGE EJECTOR 1 - - - - - - - - - - - - - - I I 1 NEW TANKLESS ' I / DIRECT VENT FLUE FROM T.W. EL. 26'-2" STEP FTG. FOR NEW C.I. INVERT. 1 I INSTALL R-38 I f oo -I I L.P. GAS FIRED 1 I I AREAWAY I I� L.P. GAS BOILER. CHECK o CAST IRON TO EXTEND 1 I D.V. BOILER W/ GRAVEL 2 MANUFACTURERS T.F. EL. 21'-8" 2'-0" MIN. PAST FACE GATT AND 1/2" I I PROTECT WOOD IN CONTACT 1 1 I 1 L - - - J 1 SPECIFICATIONS FOR o SHEETROCK CLG. 4 I n B.F. EL. 20-10" OF WALL I 1 I WITH CONCRETE W/ I 1 1 I I REQUIREMENTS AND L- - - - - - - _ - - - - - - J i ICE-SHIELD FLASHING //I - - - � - - - - - - - - _f TLC - _ - - _ J CLEARANCES. CLOSED CELL SPRAY UNEXCAVATED • • 1 2 FOAM INSULATION O p� / 1 _ - - - - - - - - - - - - I / ( _ - - - - - - - - -- - - 4 8" P.C. AREAWAY GGQ`P FILL AND TAMP FOR \ ( / WALLS W/ STONE �, �/ II 1 UNEXCAVATED 1 2 4" POURED 2 1 UNEXCAVATED I II WALL CAP, DROP T.W. F.J. S AS PER PLAN _j 2 I CONCRETE PORCH c� \ I �� STEP -8" FROM TYP. WALL Cn -j L FILL AND TAMP FOR 4 F- 4 J FILL AND TAMP FOR 4" Jr --- Q TO PROPOSED 4 _1 �' POURED CONCRETE PORCH - 4 SLAB a _ I t 6" j S.C.D.H.S. I/A 1 I U, SLAB I 1 i I POURED CONCRETE PORCH I 1 FOOTING in w OWTS [ // APPROX. GRADE �° 5/8" M.M.R. A SANITARY / 5' I 8' 12'-9" 8" 13'-6" 8' 12'-3" 8" 1 5" `O w z SHEETROCK 8 SYSTEM / _L - - - - - - - - - - - - - -- L - - - - - - - - - - - - - - - --� - - - - - - - - - -- - - � v Q ROCK a / RATEDVINSULATION FOOOOL FIRE TING 1 11 IL - - - - -I - I- - - JI 11 0l w a SIMPSON AB66 LINE OF P.C. 1 I 1 1 1 I GALV. POST ANCHOR ON 8" P.C. WALL J O 1/2" M.M.R. SHEETROCK STEPS ABOVE �� -J - - - - - - - Li 2„ 4„ �II DAMPPROFFING- v 5' 13'-g' 8"P.C. 6'-1" 8"P.C. 6'-1" 8"P.C. 13'-3" 5" Q BELOW GRADE I CHEEK CHEEK CHEEK \ TYP. " o WALL WALL WALL O 2x4 STUDS 0 16 O.C. Z (n L�.j ° ON 2x4 ACQ PLT. W cn RESISTANT SHEETROCOLD AND K e ' - a z 8" POURED FOUNDATION °4 2" MIN. CLOSED CELL CONCRETE 3'-g" WALL ° - SPRAY FOAM d; INSULATION (R-14) 25-6 14'-6" 13'-6" 14'-0" 7'-6" 22- 27 VINYL OR TILE FLOORING 75'-0" OVERALL 4� \ ' AS SELECTED BY OWNER PROPOSED ��< rDRAWN BY �� P� PAC A °° .a , NOTES: P.C.°FTG. 0 FL P.C. - SEE GENERAL NOTES & FRAMING NOTES 4 AS PER OWNER 5 8 25 PAC DATE 0 / / 11 /9/22 FLOOR SLAB SEE TYPICAL CONNECTION DETAILS - SEE NOTES ON OTHER SHEETS AS NECESSARY FINISHED CELLAR PLAN TYP. PERIMETER WALL - IT IS THE INTENT OF THESE DRAWINGS AND A TYPICAL FOUNDATION WALL: TYPICAL ANCHOR BOLT: Q AS PER OWNER 5/14/24 PAC SHEET# REQUIREMENT OF THIS PROJECT THAT ALL 1/4"=1'-O" 1,005 S.F. PROPOSED FINISHED CELLAR AREA 1 POINT LOADS ARE TRANSFERED DOWN To THE 8" P.C. FOUNDATION WALL x 9'-0" HIGH 5/8" DIAM. x 12" HOT DIPPED GALVANIZED FRAMING & INSULATION DETAIL FOUNDATION WITH A CONTINOUS LOAD PATH. W/ #6 REBARS AT 32" VERTICAL ON FOUNDATION ANCHOR BOLTS W/ HOT DIPPED 0 FOR BIDS 5/24/23 PAC 4 A WHERE DIMENSIONS ARE NOT GIVEN, THE 20" W x 10" THICK P.C. CONTINUOUS GALVANIZED PLATE WASHERS 3%3"x3/16" 4 A " CONTRACTOR SHALL VERIFY IN THE FIELD THAT FOOTING W/ 2 - #5 BARS CONTINUOUS 35" O.C. & MAXIMUM 1'-0" O.C. FROM 1/2 =1 —0 ALL LOADS ARE TRANSFERED AS SHOWN & 2" x 4" KEYWAY. CORNERS. W/ MIN. 7" EMBEDMENT. 1Q FOR H.E.R.S. 4/3/23 PAC 11 I EMAIL: info0cgorten.com . STRUCTURAL STEEL NOTES: S LEGEND: 1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC v - - SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. NEW 4 WALL TO BE CONSTRUCTED 2. ROLLED SHAPES AND PLATES SHALL CONFORM TO ASTM DESIGNATION A-500, UNLESS OTHERWISE NEW 6" WALL TO BE CONSTRUCTED NOTED. 3. SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE 3/4" DIAMETER ASTM BEARING WALL ("CATS" MID-SPAN) A-325 TYPE N CONNECTION EXCEPT WHERE FIELD WELDING IS CALLED FOR ON THE DRAWINGS. —�� E 4. WELDING SHALL COMPLY WITH AW:3 SPECIFICATIONS. USE E70XX ELECTRODES. 5. ALL WELDING SHALL RECEIVE ONE SHOP COAT OF RUST-INHIBITIVE PAINT. B SECTION SECTION MARK 7 SHEET # 6. ALL BASE PLATES SHALL BE ANCHORED WITH TWO 3/4" IN. DIAMETER X 16" LONG ANCHOR BOLTS, 2:UNLESS OTHERWISE NOTED. 75'-0" OVERALL 2 DETAIL SHEEDETAIT # W 7. PROVIDE ALL BOLTS, HOLES, ANCHORS, ANGLES, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION # —I AND AS REQUIRED BY THE WORK OF OTHER TRADES. PROPOSED ��r11y (�17'-0" 23'-0" 3 I� 5'-0" SMOKE DETECTOR W ® CARBON MONOXIDE / SMOKE v O 0) 7'-7" 9'-5" 4'-7" 6'-11" 6'-11" 4'-7" C-11" 11'-3" 7'-2" 9'_8" DETECTOR COMBINATION 0:� Z 0 00 1'-4" 1'-4" 1'-4" 1'-4" 2 1/2 BP BEARING POINT POST ABOVE - - - ` N B POST BELOW = Y d U-) ■BP BEARING POINT POST ABOVE & BELOW Q F_ J Of 50 CFM ENERGY STAR EXHAUST FAN O U O ro W/SGALV. METAONRY L/AY 1'-6" 1'-6" E.F. VENTED TO EXTERIOR OC14 GRATE CO \ 00 STONE WALLRCAP T. T. 1/2"0 GALVANIZED BELOW F.R.s.c. 3/4 HOUR FIRE RATED (n CARRIAGE BOLTS ® 16' END A NOTE: PROVIDE SELF CLOSING DOOR T w O.C. STAGGERED BEARING —L 8 LADDER - - --- - - - - - L.P. GAS S/O U TYP. FLITCI-QED GIRDER DETAIL CONNECTION FOR 4�' B.B.Q., LOCATION `- 6 x 6 ACQ NEW DRYER I I I' -r # I AS PER OWNER VENT AS PER io POST WRAPPED W/ 1 x VERSATEX /2"=l'-0" 2 N.Y.S.R.C. M1502 I I I DN 3R 1 ~ TRIM W/ 1 x 6 CAP 8 CX235 CW135 CX235 - - - - - & 1 x 10 BASE _ (3) 2 x 10 GIRDER (3) 2 x 10 GIRDER (3) 2 x 10 GIRDER (TYP. FOR 4) 14'-10" (2)2x10 HDR. (2 2x1 H R. PROPOSED CELLAR ENTRY (2)2x10 HDR. 6" 10'-0" 10'-0" 10'-0" COUNTERTOP OE.F. BENCH W/ CUBBIES a" 10'-2" 4'-0" q (i SMOKE & CARBON TREADS LANDING — — — — — — — — _ POWDER 31'-0" I 4'-0" o MONOXIDE DETECTOR NOTE: 8'-2" 5'-0" 1n 8'-2" F_ 3'-0" HT. RAILING 0_ ❑¢ DETECTORS SHOWN ARE AS PER N.Y.S.R.C. CODE z ❑ uw co SMOKE DETECTORS AND CARBON MONOXIDE AS PER CODE LAUNDRY `> COVERED PATIO af o 100 ROOM ° I o `'R� MUD 0 2 x 6 C.J.'S 1 b 0_w SECTIONS R-314, R-315 AND SECTION 915 OF THE I STONE PAVERS AS SELECTED o 00' 1 °0 p a, - " "' ROOM -i C5 BY OWNER ON THINSET OVER x �"o a� 0) FIRE CODE OF N.Y.S. ALL DETECTORS SHALL BE } (9'-0" CLG. HT.) 0 P.C. PATIO SLAB 0 16" O.C. � o INSTALLED AND LINKED AS PER CODE. � HANDRAIL (9'-0" CLG.) a O Z 4" P.C. LANGING I I SUB-FL. EL. 27'-6" ❑ � o x z o I I I I I I I I I I w 2 x 8 C.J.S ,c• o TOP OF STONE -4" FROM EGRESS WINDOW NOTE: o w o SLAB ® GRADE o No �'� = x SUB-FL. vI cV W o z I I = IQ z 0 16" O.C. �6,� o a ® I EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE Q Z I I I I I I I I I I I I a yO�O�G o I o a ;� ,� N I (3) 2x6 AS PER N.Y.S.R.C,. R-310 p I I v - - WITHIN 44" OF FLOOR w a a r-o POST (3) 2x6 0 U I I ( I I CX24 I I I I I I v M 4070 POST CX135 I - 5.7 S.F. MIN. OPENING 0 2ND. FL. (2)2x10 HDR. CASED OPENING BP FWG120611-4 BP TEMP. FWG60611-R i - 5.0 S.F. MIN. OPENING 0 1ST. FL. / GRADE - 24" CLEAR HEIGHT & 20" CLEAR WIDTH <" (3) 2 x 10 HDR. DN 3R 18 18' (3) 2x10 HDR. �J i— —� 2 2x10 HDR. I 24'x24' yy. W. J (3) 1 3/4" x 16" LVL HDR. I I ( ) (2) 1 3/4 x 9 1/4" LVL HDR. a0 TEMPERED A NOTE: N - - - - W 36 24" 3g^ 3" x 3" x 1/4" STL. `r iv TEMPERED GLASS SHALL BE INSTALLED IN HAZARDOUS L.S. B. REF. I o_ ,n a I LOCATIONS AS PER N.Y.S.R.C. R-308.4 18 - to ao STRUCT. TUBE A500 � 2'-0" 3'-4" 14'-4" x M F- GRADE B COLUMN c� 3 - LESS THAN 18"' ABOVE FLOOR o I N I EL. 25'SLAB 11" w+ � �` o HT.= 10'-5"t � O LADDER - WITHIN 2'-0" pF DOOR 28'-6" N - LESS THAN 60"' ABOVE SHOWER/TUB "WET" AREAS w 18" 24" O x - - LESS THAN 36" ABOVE STAIRS / LANDING oI 5 o W. ID/WI KITCHEN N o N �, r - N (9'-0" CLG. HT.) \ = 3 1 �, 5? - -� — — I SHEAR WALLS: I 2—CAR GARAGE \ - 3 GREAT ROOM m o o I °' ❑ (t10'-0" CLG. HT.) ❑ o � _ ® I 5 (9'-0" CLG. HT.) o - —Z N SHEAR WALLS SHALL BE PERFORATED SHEAR WALLS Cx o I I M a0 \ - ¢ > d KING I N AND SHEATHED WITH 5/8" CDX PLYWOOD FOR THE O ® \ �'' _ w I - -= f- \ " BED I 1 FULL HEIGHT, FASTENED AS PER NAILING \ I M 36" I I o I _ — MASTER REQUIREMENTS SHOWN ON THIS SHEET WITH 2 x 6 rnI \ I _ � ►- MASONRY M B. w W N a a "CATS" AT MID SPAN. Q I 1 T I ❑ iI =I ® BEDROOM I AREAWAY W/ 18' 18" I 1 � N M x cr o I .. x GALV. METAL N 8 W. B. _ _ c� 4 1 cn a I 4 - - - \ 9'-0" CLG. HT. I ❑ PROPOSED a I I SIMPSON in 3 o w x, I n ( ) BP - o 0 GRAVEL v CO r -� o x1.. wm - - GRATE COVER & vwi o DRIVEWAY I T 24 B. I I w EGQ7.25-SDS3 0 �j �' a - - - - - - STONE WALL CAP o 0 0 0- N 6x6 24" 24" (3) 1 3/4" x 11 7/8" LVL'S + HANGER OR EQUAL M p o I v n BELOW . o 1 a SLAB I I ® FLITCHED GIRDER \ . I EL. 25'-7" W. B. 2 1" x 11" STL. PLTS. a' EL. 25'-8" PSL POST ( ) _ - o - - (3) 2x4 0 of a M W 18 x 35 STEEL GIRDER - POST 1 N -- — — — - FLUSH FLITCHED GIRDER LLJ BP — N M 1 - x : ® BP 3 A/C `O W " W 2 x 8 TOP PLT. L= 25'-10" 18" 18" BETTER HEADER 88 1n STL. WEB w / N o cV N 3" x 3" x 1/4" STL. / w B 24" ( # ) COND. ;a. STRUCT. TUBE A500 3" x 3" x 1/4" STL. B. -I I STIFFENER n 1 (3) 2x4 BUILT - - CASED SD UNIT #3 c� GRADE B COLUMN STRUCT. TUBE A500 O o I - I REQ'D. POST -IN -DN 15R OPENING HT.= 8'-9"t I GRADE B COLUMN Q °N° I I M °� - - = A/C COND. UNITS cn HT.= 8'-9"f 36" I (2)2x10 HD - TO BE 16 SEER o I x II 2)2x10 HDR. o I B. I o J 610 o I BP A/C MIN. AS REQ'D. fW Q Lo LL:00 I O NOTE: RATED CLG'S. M 3 I ry �\� co I 10 `� I`�6� W. CL. COND. U W O . N CJ 18 18 L - x $ v= I UNIT 2 ❑ �. I & WALLS W/ 5/8" I 30" L.P. GAS W I B. I 4" 2'-4" � N ti (9'-O" CLG.) # Z (� o = � \ O TYPE "X" SHEETROCK RANGE / OVEN � (2) 1 3/4" x 11 7/8" LVL HDR. `�' II W 1 IN GARAGE AS W/ EXHAUST - _ - - - - _ - CO (2)2x10 HDR. TIGHT TO PLATE 0 00 o I x r `� PER N.Y.S.R.C. R-302.6 ti HOOD u-1 - - - - I I 00 a. co .J cn co N 6'-O' � Z O \ m \ ° I ti6 2'-2" A/C W rn M r ❑ o 3" x 3" x 1/4" STL. �° axo O I II COND. L' STRUCT. TUBE A500 24' S.B. o v O I G, I N o 01 LI N. UNIT #1 � 0 N 0 GRADE B COLUMN x - N o FOYER �o^�,. I� E.F. ; �_ `�' II 1 1 Z ~ N O FROM CELLAR � N io (9'-0" CLG. HT.) 00 CL. "> I I Z \ HT.=19'-5"t 30" I " 4'-0 25'-0" B. ® SUB-FL. EL 2T-6 II I I Ln W F � " Lo N 3 2 x 10 HDR. \ ® DINING ROOM v I > I I �U O 1 (3) 2 x 10 HDR. ( ) r " , 2'-4" 9'-2" 2'-p" 4'-0" z N (9'-0 CLG. HT.) o BP u+ I BP (a/ (2)2x10 HDR. CX24 CX24 BED' (2) 1 3/4" x 9 1/4" LVL HDR. I v N MASTER — I _CW135 I 12" �O 12" ;. BATH ( MASONRY 0 o S.L. 60 v S.L. I AREAWAY W/ (9'-0" CLG. HT.) $ -I I I 00 Zd 1 ° I I GALV. METAL o n o �I - GRATE COVER & I N ° STONE WALL CAP n (2) 1 3/4" x 9 1/4" LVL HDR. `r SEAT(O I BELOW (2) 1 3/4" x 9 1/4" LVL HDR. _ COVERED PORCH III m CX14-3 MULLED CX14-3 MULLED - � 4 x 4 ACQ STONE PAVERS AS SELECTED � _ m � POST WRAPPED BY OWNER ON THINSET OVER W/ 1 x VERSATEX P.C. PATIO SLAB PRE—FAB FIREPLACE: _ 0 0 TRIM W/ 1 x s CAP o 'TOP OF STONE -4" FROM 36" U.L. RATED PRE-FAB. L.P. 0 rn & 1 x 10 BASE SUB-FL. GAS DIRECT VENT FIREPLACE BY 0) w o co 0to a.❑ (TYP. FOR 2) CD �O co _ 1 co 0uj A CO a ® ASASELECTED OBY DELOWNER/5X OR Ln o Li CL O g INSTALLED AS PER wa. L) MANUFACTURES SPECIFICATIONS o — (3) 1 3/4" x 9 1/2" — LVL PORCH — — GIRDER R.O.= 37" WIDE x 35" HIGH 0 Rol—o� DN 3R � Q 6x6ACQ QL POST WRAPPED W/ 1 x VERSATEX 1 ~ O TRIM W/ 1 x 6 CAP & 1 x 10 BASE 0 3/4" CDX 2 x 10 NAILER B (TYP. FOR 6) ( I w PLYWOOD O II SUB-FLOOR STEEL WEB-STIFFENERS I 8 I I I I I W REQUIRED 0 FLITCHED C� BEAM 9" 13'-0" 1'-6" 12'-0" 1'-6" 12'-6" g" Z 0 TJI FL. G, .�.1 V) JOISTS 7'-7" 10'-4" 7'-7" 7'-3" 7'-3" g'_g" g'_g°� 7'_0'� 7,_0., 3,_9„ 3,_9„ 1 T+. 25'-6" 14'-6" 13'-6" 14'-0" 7'-6" ` cG �:'::•_ :_,.v-� � 2 2- 2 7 II W 10 x 39 FLUSH II N STEEL F.J. / GIRDER " .\,�I��. 1 �� ' 3/4" STEEL PLT. 75-0 OVERALL t4' FLAG CONNECTION II u PROPOSED \ Pv TO COL BEYOND I II 1 f�. 3"x 3"x 1/4" STRUCT. PAC STL. TUBE COL. 0 WALL BEYOND DATE FIRST FLOOR PLAN ® AS PER OWNER 5/8/25 PAC 11 /9 /22 1/4"=1 -0" 1,592 S.F. PROPOSED LIVING AREA AS PER OWNER 5 14 24 PAC STEEL FLUSH FLOOR 620 S.F. PROPOSED GARAGE AREA / / SHEET# 1 327 S.F. PROPOSED COVERED PORCH AREA JOIST / GIRDER DETAIL 325 S.F. PROPOSED COVERED DECK AREA 0 FOR BIDS 5/24/23 PAC 5 5 3/4 —1 —0 AQ FOR H.E.R.S. 4/3/23 PAC 11 - I i EMAIL: S LEGEND: info0cgarten.com NEW 4" WALL TO BE CONSTRUCTED NEW 6" WALL TO BE CONSTRUCTED E W E_, �--'_1 BEARING WALL ("CATS" MID-SPAN) 4) SECTION SE T10N MARK 2 DETAIL SHEET # LW 75'-0" OVERALL # ~ U PROPOSED � M SD SMOKE DETECTOR 7'-0" 1 V-6" 7'-0" 48'-2" 1'-4" Q CARBON MONOXIDE // SMOKE / r� ® v DETECTOR COMBINAfi0N } 15'-1" 9'-4" 2'-4" Z CCD D LJBP BEARING POINT POST ABOVE L.1__. W �— Lj I C POST BELOW - Y O_ .BP BEARING POINT POST ABOVE & BELOW In 50 CFM ENERGY STAR EXHAUST FAN 0 B E�F. VENTED TO EXTERIOR00 F.R.S.C. 3/4 HOUR FIRE RATED CO (n SELF CLOSING DOOR ry Q A Q W $ U ^I � - - - - - - - - - - - - - - - (3) 2 x 10 GIRDER — BELOW - - - - - - - - - - - - - - r — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 12 12 SMOKE & CARBON I i 12 12 MONOXIDE DETECTOR NOTE: I� m o I o SMOKE DETECTORS AND CARBON MONOXIDE I I D �` DETECTORS SHOWN ARE AS PER N.Y.S.R.C. CODE x 2 x 10 R.R.'S 2 10 R.R.'S = I ao %o N - 1'-6" SECTIONS R-314, R-315 AND SECTION 915 OF THE O.H. I I ® 16" O.C. x ® 16" O.C. I I 00 N ® BELLOW �\�`OF + Q 4 N O.H. H INSTALLED AND NLNKEDLAS PERCCODE,TORS SHALL BE N I I `tip MEGRESS WINDOW NOTE: v 2 x 8 R.R.'S EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE o f I I I I ® 16" O.C. o AS PER N.Y.S•R.C. R-310 - 5.7NIN 4" OF FLOOR S.F4MIN. OPENING 0 2ND. FL. I - 5.0 S.F. MIN. OPENING 0 1ST. FL. / GRADE -- - - - - - - - - - - - - - J - - - - - - - - - CW 125 CX135-3 MULLED EGRESS CW135 CW135 - 24" CLEAR HEIGHT & 20" CLEAR WIDTH -- - - - - -N -- - - - - - - - - - - - - - - - o N (2)2x10 HDR. (2) 1 3/4" x 9 1/4" LVL HDR. I I I I (2)2x10 HDR. N I I N .-- V CX135-3 MULLED (2)2x10 HDR- I TEMPERED GLASS NOTE: 5 L-1 � 0 10 HDR. �G o m I F7FI o LOCATIONS AS GLASSTEMPERED ER HN.Y.S.R.C.ALL BE NRT 308.4 ALLED IN HAZARDOUS o io (3) 2 x F I CL, - LESS THAN 18" ABOVE FLOOR o X 8'-1" o L� I BATH #1 i II I I ' o - WITHIN 2'-(0" OF DOOR N ® WALL HT. 9�F� " (8'-0" CLG.) S I. - - LESS THAN 60" ABOVE SHOWER/TUB "WET" AREAS h cn O 13'-0" - LESS THAN 36" ABOVE STAIRS / LANDING 3'-0" 5'-0" ci 4� 6'� BEDROOM #2 < — — 5'-0" STORAGE N I `� (8'-0" CLG. HT.) N 2'-0" - 00 SHEAR WALLS: WALL HT. WALL HT. GE E.F. N ® 111 z BIED o AND NG C3 ASHEATHED WITH 5/8R WALLS SHALL BE P CDXOR PLYWOOD ATED EFOR AR WTHES CLOSET LIN. o�° I _- - FULL HEIGHT, FASTENED AS PER NAILING I Q 00 fO REQUIREMENlFS SHOWN ON THIS SHEET WITH 2 x 6 - - - - - - -� 25'-0" - - - - - 5'-0" 2'-0" 6'-0" ° 13'-10" �t 3'_4" N ® h "CATS" AT MID SPAN. U.L. RATED FLUE N 7'-4" 4" 1 VAN. Sp PIPE FROM GAS - - - 14'-4" = w v LINE OF 6 60 I 6g FIREPLACE m o m F rA CLG. SPLAY ti6 �6_ ti6 - 3 1 3/4" x 16" LVL FLUSH CLG. HDR. M x Q ATTI C. — — — — — — W I X x N - - (2)2x10 HDR. (2)2x10 HDR. BEARING WALL 04 O 0 ° `� 130"x54" � ® (3) 2x4 J c� IN ® (UNHEATED & PULL-DOWN C0 (3) 2x4 - - POST v J — POST DN 16R JR. MASTER Q o v UNFINISHED 60 I STAIR �-� - "� Q N LINE OF �s ( , I "� SD BEDROOM LINE OF w w 0 o CLG. SPLAY - - - - 'I (2)2x8 HDR. (8'-0" CLG. HT.)00 CLG. SPLAY I 00 LL1 _ n o = � o (o o Q Lf "' I a N ^ i ao iD v ti� cV ® 7'-6'. \ N z (!/) 5'-0" •- Ld WALL HT. I I (2)2x10 HDR. x 5'-0" �� N ® LOFT 1 WALL HT. ° (8'—o CLG. HT.) I W.I.CL. �6� V) Z o to 8-6 5-0" 13'-6„ I ti o 0 0 WALL HT. I v a 5'-10" N 6'-10" O 3 I 13'-6" `D L - 3 M I (3) 2 x 10 HDR. p 7'-2 1/2" I HDR. w I N x ® m I I I II w Q L7 W PLT. HT. In a- CX135-3 MULLED (3) 1 3/4" x 11 7/8_LVL FLUSH HDR. u' 0 M of ® - Uc00 ' BEDROOM #1 (2) 2x6 1 2 x 8 C.J.'S — I - - - - - - - --- - - - - - - - - - - - - - - - - _ POST ° t./ > ® 16" O.C. = o - - - - (8'-0" CLG. HT.) (2) 2 x 10 HDR. o co - - - - - - - ) o a I �'_ JR. I o = N CX135-3 MULLED I- -{ `i MASTER ^ R 2x8C.J.s 1 016" O.C. i BATH 04 ° a t` I I o ° i n (8'-0" CLG. HT.) Z o (2) 2 x 10 HDR. S J (2) 2 x 10 HDR. v _ — P j CX14-3 MULLED EGRESS � _ CX14-3 MULLED ci 12 I ^�� J� 12 x Q 7 9<< ROOF cn I co m 7 F1 A° BELOW A I 04 x ® M 2 x 6 R.R.'S co io N _2 x 6 R.R.'S,� - I x ® I Z ® 16" O.C. ® 16" O.C. N (3) 1 3/4" x 9 1/2" _ LVL ORCH GIRDER Q - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - Mo � 0 O of LL II z z 0 - w 5-6" 5'-6" 7'-3" 7'-3" 6'-9" 6'-9" 7'-0" 7'-0" �� ,. - -�%�� Q U Q Ljj 7'-6" 11'-0" 7'-0" 14'-6" 13'-6" 14'-0" 7'-6 75'-0" OVERALL PROPOSEDt_ ` - No. 13-i" �< 22- 27 DRAWN BY PAC DATE SECOND FLOOR PLAN ® AS PER OWNER 5/8/25 PAC DA DA /9/22 1,195 S.F. PROPOSED LIVING AREA Q AS PER OWNER 5/14/24 PAC SHEET# Q FOR BIDS 5/24/23 PAC 6 1A FOR H.E.R.S. 4/3/23 PAC - 11 I EMAIL: 6' MIN. info@cgort 12" RECOMMENDED 4" VENT THRU ROOF 4" VENT THRU ROOF S LEGEND: I I ROOF I I 11 1 1 FROST CLOSURE NOTE «/Z1� BEARING WALL BELOW RESIDENTIAL CODE OF 1 3' 13" N.Y.S. P3101.2: A WHERE THE 97.5-PERCENT I I JR BATH MASTER BATH #1 VALUE FOR OUTSIDE DESIGN SECTION MARK SECTION TEMPERATURE IS 07 OR LESS, 4 SHEET # I I VENT EXTENSIONS THROUGH A _2' ROOF OR WALL SHALL BE NOT E W r r- - - T - T I _ _I - -I- - - - LESS THAN 3 INCHES IN 2�-- DETAIL # I 2 1 1 1/21 I 1 11 1/2" 2' 1 1 1/2" THE SIZE SHALL BE MADE DIAMETER. ANY INCREASE IN DETAIL v SHEET # LLI 1 1 1/2'1 AV I NOT LESS THAN 1 FOOT V I AV I I 1 WC 1 INSIDE THE THERMAL F— WC 1 1 13• ENVELOPE OF THE BUILDING. POST BELOW U 2ND FL. 1 SH. SH. 1 ,O, 2' �3_ 2' 1 O ROOF EXTENSION NOTEC. 2' 3' 2' LJJC � I I 1 I RESIDENTIAL CODE OF �- 3" 1 2" 4' 1 2" 4• N.Y.S. P3101.1: C 1 OPEN VENT PIPES THAT EXTEND THROUGH A ROOF w L� 1 SHALL BE TERMINATED NOT MASTER BATH LAUNDRY POWDER KITCHEN WET BAR LESS THAN 6 INCHES ABOVE THE ROOF OR 6 INCHES L _ _ 2• 2• ABOVE THE ANTICIPATED -T - 4" 1 1/2" 2" -I - r - 2'"' 4" SNOW ACCUMULATION, Q 1 i/2" 2� r 1 1/2" WHICHEVER IS GREATER. 1 1 1/2"1 HOSE 11 1/2" 2"1 1 �1 1/2" Avg 1 We I W 1 Av We 1 6W I ss 1 f— c 2" 12- I- 3' FAI ABOVE GRADE Vr 1 ST FL. SH. C.O. C.O. 2" 3' 2' C.O. 2" 1 1/2" 3' C.O. 1 C.O. I TO EXISTING C S.C.D.H.S. 2" 4" 4 APPROVED $ ' 4" PVC 01/4"/PF. BATH #2 2• 4 C.I. SANITARY SYSTEM I B F_ 3" rr 1 1/2.1--— 8 1 1/2"1 1 3•I 1 WC Av FINISHED CELLAR SH. 1 C.O. 2" 3' 1 1/2" SEWAGE 0 w EJECTOR 0 }m J Q 2• 4• - o - - A - - - - - - - - - - - - - - - - - - - - -- - - - - - - - (3) 2 x 10 GIRDER — BELOW $ 1 - - - - - - - - - - - - - - - - 1 PLUMBING RISER DIAGRAM , 1 12 12 J 1 4? N.T.S. I I 12[7 �12 �Q I 1 `� 10 %K m I 11 o �* N 1 w 2 x 10 R.R.'S I I ROOF r D 9 0 SIZE OF TRAPS FOR PLUMBING I 1 0 ® 16" O.C. 1 1 x ® BELOW \� + a4 x o" (FIXTURES 1 1 2 x 10 R.R.S w k 1 1 AS PER 2020 N.Y.S.R.C. TABLE P3201.7 I 1 0 16" O.C. `v TRAP SIZE x .� 2 x 8 R.R.'S PLUMBING FIXTURE MINIMUM 1 I N i 1 0 = 0 16" O.C. Lx BATHTUB (WITH OR WITHOUT SHOWER HEAD 1 1/2" I 1 I o AND/OR WHIRLPOOL ATTACHMENTS) BIDET 1 1/4 - CLOTHES WASHER STANDPIPE 2" - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - DISHWASHER (ON SEPARATE TRAP) 1 1/2" 1 - - - - - - - - - - - - - - o - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - 1 FLOOR DRAIN 2" ( i N 1 ( 1 KITCHEN SINK (ONE OR TWO TRAPS, WITH OR 1 I I WITHOUT DISHWASHER AND FOOD WASTE 1 1/2" 1 I - _ _ _ _ _ _ - �Xe 1 I CC) J I I DISPOSER) 1 1 1 f 1 1 + k I ( 1 LAUNDRY TUB ONE OR MORE COMPARTMENTS) 1 1/2" 1 I �j I I N I LAVATORY 1 1/4 I I I I 1 Q 1 1 SHOWER (BASED ON THE TOTAL. FLOW RATE THROUGH I I I11 I11 A' I N ( 1 I I SHOWERHEADS AND BODYSPRAYS) I- - - - - - _ J to L - - - - - -I I �O 04 O 2'-8 �L— FLOW RATE: 1 1/2" c5 - —1 5.7 GPM OR LESS - - - - - - - - - MORE THAN 5.7 GPM UP TO 12.3 GPM 2' 1 r ! o fO I MORE THAN 12.3 GPM UP TO 25.8 GPM 3' I to o co N D (n x I W MORE THAN 25.8 GPM UP TO 55.6 GPM 4" i I O x N 0: U N ® ( I � m ® m . � o GF �D I tO o 0 o to Lq! NEW RHEEM ELEC. SPLIT7 U.L. RATED FLUE x ® I I X !!. A/C AIR HANDLER #2 PIPE FROM GAS I Q I I N } HUNG IN ATTIC FOR 2ND. N N FIRE PLACE 1 1 FLOOR ZONE Lo i 1 Li (2) 2 x 10 NAILER I1 z w 1 1 3/4" x 14" LVL RIDGE BD. BEARING KNEE WALL BELOW BEARING KNEE WALL BELOW 1 3/4" x 14" LVL 1 I Q 'Fz�� izl zz i=-z =/ /=/= /zi= wiz« iz� Uzi zz rzi zz / =/:3 I _ _ o: ROOF SPLAY r ROOF SPLAY RIDGE BD. - - - - (n i- I 0�1 l i (2) 2 x 10 NAILER m N i AIR-HANDLER #2 i ROOF CRICKET I O 11 0 �� L - - _ - - � FLASHING z o:( 1cl� 1 3/4" x 14" LVL RIDGE BD. d (3 1 In 13�GABLE 1 FLYING1 m o v m N o_ 1 I FLYING 0 Ln GABLE 1 1 N � 0 N cn n x ® 1 1 .—� i' OQ (j N N 1 J �.� r'J boa 1 L - - - - - - - `� x ® - - - - - - - -I OJ JP J d ci o `°� + ? o o - - - - - - - _ -I- - - - - - - N 1 r - - - - - I o � �Q� `�+ ROOF SPLAY o x ®o `1' +�o X mo I - - - -- - - � � 1 I 1 `� i x00 �� 'a 0 N ® I I N o N ` ti I 1 �N I 11 � � 1 1 ,,o w 0 x ® 1 1 Of 11 I L — - - — — - - — J I co I I + �� U N v !9r I 11 1 11 `�C14 , 2 x 10 R.R.'S V I CD 1D�' a, 2 x 10 R.R.'S 12 L — — — — — — — — — x x O 1- - - - - - - - - -o =- - - - - - - - - - - - - —1 1 N ® 16" O.C. N ® 016" O.C. 14 ( r - - - -- - I - - - - - - - -- o- - - - - - - - - - - - - - 12 L - - - - - - - - 0 I 1 9< 12 1 I o x I 14 12 �F� 1 - - - - - - - - - 1 Q� t 4� X 1 1 2 x 10 R.R.'S 14 I I N2 x 10 R.R.'S ® 16" O.C. I o I ® 16" O.C. o.H. L - - - - - - - - - - - - - - - - J 1 1 L - - - - - - - - - - - - - - - - J i z - - - - - - - - - - - - - - - - - - J a � L - - - - - - - - Q � C METAL STANDING SEAM c�w ROOFING AS SELECTED O z m 0 12 t` 12 9<< o z m BY OWNER 1 I 0 ��J� � � F� ROOF 0 1 ATTIC NATURAL GAS PIPING NOTE: cS Z Z w GAS PIPING SHALL BE BLACK OR N O \ < BELOW O 1 — GALVANIZED STEEL AND SHALL BE _ SIZED BY THE LONGEST LENGTH A 1 "' 2 X 6 R.R.'S N co 1 METHOD BASED ON THE INPUT $ 2 X 6 R.R.S ® 16" O.C. RATE OF THE APPLIANCES. ALL 1 x ® x ® I Q WORK SHALL BE PERFORMED IN N ® 16" O.C. JN ACCORDANCE WITH CHAPTER 24 1 (3) 1 3/4" x 9 1/2" - - LVL PORCH - - GRRDE BELOW - 1 OF THE 2020 RESIDENTIAL CODE 1 I.-will L L L 2ND. FL OF N.Y.S. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GREAT ROOM KITCHEN NEW L.P. GAS OUTDOOR _ = '1 C BBQ CONNECTION I o " Z NEW (BTU T.B.D.) �r :�� < 0 S/0 L.P. GAS S/0 S/0 /��,,,�, �'`` VALVE RANGE/OVEN VALVE VALVE / t ��✓?fir r p (BTU T.B.D.) 1ST FL � � r »y� NEW B C L.P. GAS - Y FIREPLACE S/0 r' No. 1&,-g� n 22 (13,000 TO VALVE % ` , r" 25,000 BTU MECH AREA 1"0 STEEL PROPOSED L.P. TANK NEW L.P. PIPE (ABOVE GROUND OR GAS D.V. UNDERGROUND AS BOILER S/0 SELECTED BY OWNER) (13,000 TO VALVE SIZED AS PER BTU 130,000 BTU) REQUIREMENTS ROOF FRAMING PLAN DATE ® AS PER OWNER 5/8/25 PAC 11 /9/ CELLAR 1/4"=1'-0" 0 AS PER OWNER 5/14/24 PAC SHEET# GAS RISER DIAGRAM - N.T.S. 0 FOR BIDS 5/24/23 PAC 7 10 FOR H.E.R.S. 4/3/23 PAC EMAIL: info@cgprten.com 1 3/4" x 14" LVL RIDGE 12 2 x 12 RIDGE BD. /11 12 1 3/4" x 14" LVL RIDGE (2) 2x10 I 2x10R.R.'S ® 16" O.C. FLUSH HDR. 12 W/ JST. 2 x 10 R.R.S ® 16 O.C. / \ Q 4 SIMPSON H2A CLIPS \ 2 x 6 COLLAR ® EA. R.R. TYP. TOP OF KNEE WALL z 2 x 4 COLLAR TIES ® 32 O.C. _ SIMPSON H2.5A CLIPS FLYING TIES ® 32" o C. ATTIC — ,; HANGERS 12 1'-0" Q4 / �, � — -- — — — — — — — — — — — — — — — — — — — W ~ 12 — — ® EA. R.R. WHERE GABLE / KNEE WALL \ \ 2 x 12 RIDGE BD. BEYOND I- 4� \ H2A CANNOT BE \ _ _ _ _ _ — - - - - - - - - _ _ _ _ _ 2 x 10 R.R.'S tJ INSTALLED \ BAT 2 x SOLID BLOCKING ® 16" O.C. cD NO / \ \ TOP OF PLT. BOT. OF C.J.'S BETWEEN RAFTERS ® PLT. I I ; Q W W/ INSULATION BAFFLES I — TOP OF PLT. (3)2x10 \\\ (3)2x10 — TOP OF PLT ® GABLES III 2 2x10 — _ _ _ _ _ _ _ _ _ TYP. O \ BOT. OF HDR.'S HDR.— _ _ — — — — — — — — — I I \ \ BOT. OF HDR.'S ~ Z o0 HDR. / 2 x 6 COLLAR TIES \\ HDR. Q \ BOT. OF HDR.'S 2 x 8 C.J.'S I I W — LLJ I ® 48" O.C. \\_ ® 16 O.C. " LL O I I = Y D_ L<, w 2 x 8 LEDGER BD. W/ \\ CX135-3 to \ V) iv o A35 CLIPS 0 EA. R.R. CX14-3 d I I \ \ R-21 `� w < f- CX135-3 //// I 1 \\\ d a N = v I I \ \ BATT ;I 1'-O.. NO O J ATTIC 1 \\ i o i o BEDROOM 1 CL. HALL 2os8 BATH 1 0 0 2 x 6 R.R.'S ® 16" O.C. 1l ! FLYING n 1 oo a co a Cj o I 7t o I I 2 x 6 COLLAR GABLE j I O z I (UNHEATED I 12 r- a (° (3) 1 3/4" x 9 1/2" ' I I \ \ TIES ® 32" O.0 00 0_ 00 � I 112 SIMPSON LVL CH2 5IA CLIPS/ R-21 " \\\\ Q GATT 3/4 CDX T&G I 12 ® EA. R.R. 12 PLYWOOD I \ = Q W 4 TOP OF SUB-FL. TOP OF SUB-FL. 4 SUB-FL. BATT TOP OF SUB-FL. U 11 7/8" TJI / 230 F.J.'S ® 16" O.C. TOP OF PLT. r' TOP of PLT. — 11 7/8" TJI / 230 F.J.'S ® 16" O.C. 11 7/8" TJI / 230 F.J.'S ® 16" O.C. TOP OF PLT. WEB 3 134" x1178" LVL'S 2 x 8 C.J.'S ( ) / / 2 1 3 " 9 1 " I STIFFENER 4x 4 BOT. OF HDR.'S LVL HDR. / + (2) 1" x 11" STL. PLTS. AS REQ'D. (3)2x10 X ® 16" O.C. (2)2xlO BOT. OF HDR.'S TJI / BLOCKING W 18 x 35 1 -3 HDR. HDR. — AS REQ'D. ® WALL I I STEEL GIRDER 8 O H. I JST. HA FLUSH GIB. W/ ABOVE (SEE DETAIL) 2 x 6 C.J.'S = JST. HANGERS BOT. OF HDR.'S I I '- (BETTER HDR. #88) I I 6" x 6" PSL @ GARAGE2—CAR I I 2 x 6 STUDS WINDOWS o bi ® 16" O.C. I I cxla-3 III POST 0 WALL w I I DINING II I MUD - N NOTE: RATED CLG S. ,n N a- N 6 x 6 ACQ c) STEEL GIRDER & 3070 GARAGE - Q I O T o POST WRAPPED I I COVERED - ROOM COLUMN BEYOND I II I KITCHEN CASED ROOM GX235 o w & WALLS W/ 5/8" o I TYPE X" SHEETROCK o o °' a W/ 1 x VERSATEX PORCH IN GARAGE E oD o� N TRIM W/ 1 x 6 CAP I I 1 OPENING N o� a I & t x 10 BASE I I I '01 I I PER N.Y.S.R.C. R-302.6 (TYP. FOR 6) I R-21 III I R-21 T w II — — TOP OF SUB-FL. TOP OF _ TOP OF SUB-FL. SLAB — 11 7/8" TJI / 230 F.J.'S ® 16" O.C. 11 7/8" TJI / 360 F.J.'S ® 16" O.C. TOP OF WALL TOP OF WALL_ \\�/\� — — — _ _ _ — TOP OF WALL R-38 — — —— — — — — — — — R-19 SOUND = TOP OF WALL If \/ BATT " BATT — — ® FRONT PORCH 1/2" SHEETROCK (2) 1 3/4" x 11 7/8" (2) 1 3/4 x ° +' \ 0 CELLAR CEILING 4" POURED CONCRETE FLOOR TYPICAL 5/8"0 x 12" GALV. I I �° STONE OVER 4" P.C. CLEAN �/i .! AS PER N.Y.S.R.C. 302.13 I I LVL GIRDER 11 7/8" LVL = (2) 2x6 ACQ TREATED SILL SLAB W/ 6x6 W2.0 X W2.0 ANCHOR BOLT ® 35" O.C. & 12" a PORCH SLAB W/ 12" COMPACTED I I (SEE PLAN) GIRDER 1 PLATE W/ COPPER TERMITE W.W.M. PITCH -3" TOWARD O.H. MAX. FROM CORNERS W/ 7" MIN. I I TOP OF FTG. - HAUNCH 0 FRONT FILL 1 4A ( SHIELD OVER SEALER STYROFOAM 3068 GARAGE DOOR TYPICAL EMBEDMENT INTO CONCRETE I I FRONT WALLS p � v o 2 ® GARAGE ui — 'I a ' DAMPROOFING BELOW UTILITY A5 12GRADE BC STL. 1 f. RECREATION ROOM g Q, o GRADE TYPICAL _ I COLUMN ON A 8" P.C. FOUNDATION WALL x t =— I 14 (L I CLOSED I 28" x 28" x 12" i 9'-0" HIGH W/ #6 REBARS _ I. II TYPICAL I TOP OF FTG. CELL P.C. FTG. ro VERTICAL ® 32" O.C. ON A $ — — STEP FOOTING - — I _ — —I ® FRONT PORCH FIN. FLOORING OVER 4" 10" x 20" P.C. FOOTING W/ _ I' II III I — P.C. SLAB OVER 2" 2 x 4 CONTINUOUS KEYWAY o �°'' I — — I I CLEAN SAND OVER 6 & (2) #5 KEBABS. MIL. VAPOR BARRIER 71 rI— — _ — - - - - - - - - - - - - - - - - - - - - - - -1 I- - - - - - � —I r - -I `� TOP OF FTG. I I ( - - - I' TOP OF FTG. — L _ — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - -I - - I- - - I �. 1- - 1 - - -L - -1 A SECTION rB SECTION 8 1 4"=1'-0" 1 3/4" x 14" LVL RIDGE 2 x 6 COLLAR TIES ® 32" O.C. TYPICAL STANDING SEAM TYPICAL 6" WALL W Q Ln O - = O O 12 N 2 x 10 R.R.'S ® 16" O.C. 1TJI7FL8." ROOF CONSTRUCTION: CONSTRUCTION: z W _ JOISTS TYPICAL ALUMINUM ROOFING PANELS TYPICAL SIDING AS NOTED OVER "TYPAR" W r- 12 AS NOTED OVER 15# BUILDING FELT HOUSEWRAP OVER 5/8" SHEATHING OVER 2 x 6 12 OVER ICE SHIELD OVER 5/8" CDX STUDS 0 16" O.C. W/ R-21 HIGH DENSITY 2 x 10 R.R.'S 12 AS NOTED SHEATHING OVER RAFTERS FIBERGLASS WALLBOARD,BATT TA E INSULATION & SPACKLE.AND 1/2" GYP'SUM (n z W � ® 16" O.C. _ 2 x 8 NAILER FIRETYPE RATEDY O 12 FROM 2'-0„ O � - O ATTIC \�� N 9 2 x 4'S PER CODE TYPICAL AS TOP OF KNEE WALL ICE SHIELD UNDERLAYMENT REQUIRED F" MIN. _ 2 x 6 R.R.'S ON-FLAT TYPICAL ROOF — LOWEST EDGE OF ROOF TO A POINT 24 12 ® 16" O.C. Ln W MIN. (® 7 PITCH OR LESS) FROM FACE OF 4� .C. ® 16" O.C. GIRDER 35 STEEL CONSTRUCTION: 0 L EXT.905. WALL INTERIOR AS PER N.Y.S.R.C. _ ICE NOTED SHIELD OVER BULL COX FEICAL ASPHALT ROOFING LT E AS (2) 2x4 PLT. NOTED OVER 15# BUILDING FELT OVER U CD O \ 905.1.2 (TYPICAL) SCE SNE��O KNEE AIR HANDLER II II SHEATHING OVER RAFTERS AS NOTED WALL N2 BATT ON C.J.'S ® BOTNAILER II II 3"x 3"x 1/4" STRUCT. TOP OF PLT. BOT. OF C.J.'S II STL. TUBE COL. — WALL BEYOND {2) 1 3/4"x (2)2x10 _TOP OF PLT ® GABLES BOT. OF HDR.'S HD/4" LVL ® 168 O.C.S ) HDR. — — 11 7/8/FLUSH ROOF HDR. = LLJCX135-3 I ► CX135-3 LINE OF o N STEEL GIRDER r 2 x 10 LEDGER BD. W/ 5068 II E 1 ROOF BEYOND V p a A35 CLIPS ® EA. R.R. BEDROOM #2 2868 LOFT I I o N a- a BUILD—OUT DETAIL 00 LD 12 I I 1 3/4" x 7 1/4" LVL RIDGE n a 8 3/4"=1'-0" 2 x 8 R.R.'S 4 R-21 TJI/SOLID I I R-21 ® 16" O.C. BATT BLOCKING I I BATT �� \ FLYING_TOP OF SUB-FL. L S REQ'D. \ \ GABLE TOP OF SUB-FL. HANDRAIL NOTE: 11 7/8" TJI / 360 F.J.S - J® 16" O.C. 11 7/8' TJI/230 F.J.'S 0 16' O.C. \ ;� ALL HANDRAILS & GUARDRAILS SHALL TOP OF PLT. — _ TOP OF PLT. COMPLY W/ N.Y.S.R.C. R-311 & R-312 TOP OF PORCH GIRDER I 1I (2) 1 3/4"x " (3) 1 3/4"x 11 7/8" LVL (2) 1 3/4-x 3' HIGH BOT. OF HDR.'S 14" LVL HDR. HDR. 9 1/4" LVL BOT. OF HDR.'S ' RAIL 2 x 6 C.J.S — HDR. 3 1 3/4" x 9 1 2 O.H. I ® 16" O.C. LVL PORCH GIRDER W/ I I SIMPSON H2.5A CLIPS I I 4" P.C. = 0 3 2 x 10 GIRDER - _ 0 EA. R.R. . o LANDING _ w I I ( ) I I I W ON GRADE () N 6 x 6 ACQ I � N UU 0 0 \ POST WRAPPED COVERED 4PFGP _ 6070 COVERED I I \ o TOP OF TYP. WALL O GREAT I W/ 1 x VERSATEX 1 I 120611 I ( 2870 5070 o DBL. PORCH I I a� a � GRADE o) a TRIM W/ 1 x 6 CAP I I PORCH _ I ROOM DBL. 1 FOYER I & 1 x 10 BASE U (TYP. FOR 4) I I ) I I STONE ON 4" I I J TOP OF CELLAR '�\//\\ Z STONE OVER 4" P.C. I ( P.C. PORCH SLAB 1 3 ENTRY END WALL \\ \ ° : \\''' (3) 2x10 HDR. - PORCH SLAB W/ 12- GAS L.P. ON COMPACTED // M TYP. HANDRAIL 0 TOP OF SUB-FL. HAUNCH ® REAR & SIDE TOP OF ° TOP OF SUB-FL. -' i \ z U GAS F.P. FILL I I o �, i�\\ /w„ i) F�` f— W —_ SLAB 0j a COMPACTED V, riu /� Q Q 11 7/8" TJI 360 F.J.S — ® 16" O.C. — a� z //' _ CO FILL TREAD �;; (w U TOP OF WALL // - _ / TOP OF WALL o w rZ 3068 r` ~ \ O \ 4 R 19 I; R-19 SOUND TOP OF WALL Ji \ ,\� — — — — — — /° SOUND 1 2 SHEETROCK �I I " \//\/�/ r '/// /% 11 TOP OF WALL a P.C. STEPS & _ (i•- 6 ® PATIO / �' \ -CLEAN /\\ \ ®CELLAR CEILING I 3 1 3 4"x 11 7 8" \ \\/ \/\\\\\\ — — ® FRONT PORCH ~ 4" P.C. LANDING LANDING 3, COMPACTED /% / AS PER N.Y.S.R.C. _� I I LVLO / / FILL \\� 302.13 5 I I I I (SEEGPLAN !\ I \/\\% I 3" P.C. CURB �~ I /\ / F.D. r� 0. 1c " \/\ PROTECT WOOD IN I I ) PROTECT WOOD IN �/ �;/ 2 2- 2 7 CONTACT WITH o I I I � CONTACT WITH ' II °'1 TO OF FTG. — — — — — — - - CONCRETE W/ CONCRETE W/ W BATH #2 ro ICE-SHIELD FLASHING RECREATION ROOM ICE-SHIELD FLASHING = w o r TOP OF FTG. o PATIO • Nco 4"0 PVC PIPE a -- F R-14 / 0 . w TO DRYWELL / P A C a I° COMPACTED I a. T� r L CLOSED A501 GRADE B STL. T5P OF .CELL I I I I COLUMNS ON A FILL I TOP OF FTG. _ _ L — 36" x 36" x 12" DAMPROOFING BELOW ® FRONT PORCH PITCH 1/8" / FT. — — DATE TYPICAL P.C. FTG.S W/ #4 — — / / — AS PER OWNER 5/8/25 PAC 11 9 22 STEP FOOTING — — i — — I I KEBABS ® 6" O.C. ( GRADE TYPICAL — — I .. , — — J o TOP OF FTG. I I EA. WAY ^ — —I TOP OF FTG. `V Q AS PER OWNER 5/14/24 PAC SHEET# MAX. - -I L r r- - - - - - -� 2 - CELLAR ENTRY STAIR DETAIL C 0 FOR BIDS 5/24/23 PAC 8 • SECTION g 1/4"=1'-0" Q FOR H.E.R.S. 4/3/23 PAC 11 i TABLE R507.9.1.3 TABLE R602.3 1 TABLE R602.3 1 -continued EMAIL: 1 FRAMING NOTES" DECK LEDGER CONNECTION TO 13 ( � ( � TABLE R602.3(1)ANDJOISr•° FASTENING SCHEDULE FASTENING SCHEDULE FASTENING SCHEDULE-continued info@Cgorten.eom (Deck live load=40 psf,deck dead load=10 psf,snow loads 40 psf) NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'•0° SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'°° SPACING AND LOCATION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL JOIST SPAN ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER'°° SPACING AND LOCATION GRADE NO. 2 OR BETTER. CONNECTION DETAILS a and less ell'to a, gr'tour ttrr'to 12 1r"to 14' 14'1"to IV 16'r'to to 16d common(3'/,"x 0.1621) 16"D.C.face nail Floor 2. ALL WALL SHEATHING TO BE APA. RATED, EXPOSURE 1. 5/8" MIN. THICKNESS OR AS On center spacing of fasteners Roof Bottom plate to joist,rim joist,band joist or I6d box 3'/_"x 0.135 or rr 3-I6d box 3'/2"x 0.135' ;or t _• 4-8d box(2'/,"x 0.113')or 14 blocking(not at braced wall panels) (3' ); 12"o.c.face nail 24 2 subfloor to joist or girder 7 {' f/ „ Blind and face nail NOTED. !$inch diameter lag screw with / inch 30 23 18 15 13 11 10 3' x 0.131 nails I6d COIn1TlOI1(3,2 x 0.162"7 maximum sheathing'•'' ] Blockingbetween ceiliu oists Or rafters to to late 3-8d common(2/2'x 0.131'�;or Toe nail , „ , " 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. EXPOSURE 1, 3/4" MIN. THICKNESS. '/:inch diameter bolt with'/.inch maximum gJ P P 3-1 Od box(3 x 0.128");or 3-16d box(3'/, x 0.135 );orS 2 tanks(plank&beam-floor&roof) 3 each 16' D.C.o.c.face it, 3-i 6d box(3'/,"x 0.135');or ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING, GLUE AND NAIL PLYWOOD sheathing° 36 36 3a 29 2a 2i 19 3-3"x 0.131"nails 15 Bottom plate to joist,rim joist,band joist or 2-16d common(3'/2"x 0.162);or 2 each 16"D.C.face nail P P fl 2-]6d common(3"12 "x 0.162') At each bearing,face nail SUBFLOOR TO FLOOR JOISTS. inch diameter bolt with I-inch maximum blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16"o.c.face nail 3-I6d common(3'/2"x 0.162') /sheathing" 36 36 29 24 21 18 16 4-8d box(2/, x 0.113 Or 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND 3-8d common(2'/2"x 0,131');or OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE MINIMUM OF 2-2x8 OR AS SHOWN For Sh iinch=25.4 min,I foot=3t14 8 min,1 pound per square foot=0.047!kPa. 2 Ceiling joists to top plate Per joist,toe nail 4-8d box(2'/�"x 0.113'�;or 4-10 box(3"x 0.128'),or a.Ledgers shall be fla,hed in accordance wif a Section R703.4 to prevent water from contacting the house band joist. 3-1 Od box(3 x 0.128');or 26 Barid Or riltt•j OISt t0 jOlSt End Hall ON DRAWINGS. 3-I6d box{3/_"x 0.135"};or 4-3"x 0.131"nails;or b.Snow load shall not be assumed to act concurrently with live load. 3-3"x 0.131"nails 4-3"x 14 ga.staples, crown ON 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER THE c.The lip of the lag screw shall fully extend beyond the inside face of the band joist. 4-10 Common x 0.1 x 0.13 I`7;Or Toe nail d.Sheathing shall be wood structural panel or solid sawn lumber. 4-I Od box{3°x 0.12$"};Oi 4-1 Od box(3"x 0.12$`�;or n 2Ud common(4 x 0.192');or Nat each layer tLs follows:32o.c. RESIDENTIAL CODE OF N.Y.S. OR AS NOTED 0 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR e.Sheathing shall be permitted to be wood snvctural panel,gypsum board,fiberboard.lumber or foam sheathing.Up to%-inch thickness of stacked washers 3 Ceiling joist not attached to parallel rafter,laps over 3-16d common(3'/2"x 0.162');or Face nail 16 Top or bottom plate to stud 4-3"x 0.131"nails at top and bottom and staggered. Z partitions(sec Section R802.5.2 and Table R802.5,2) W AIR CIRCULATION IN ROOFS. shall be,ermined to substitute for u tn'(_inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. r I P r 1t� 4-3"x U.131'nails 3-i6d box(3'/2"x 0.135');or lOd box(3"x 0.128');or 24"o.c.face nail at top and bottom � U 6. DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.) OR AS NOTED ON DRAWINGS. Ceiling joist attached to parallel railer(heel joint) 2-16d common 0'/2"x 0.1621;or 27 Built-up girders and beams,2-ineb lumber 3"x 0.131"nails staggered on opposite sides 4 ) Table R802.5.2 Face nail End nail 7. DOUBLE UP FRAMING UNDER All POSTS AND PARALLEL PARTITIONS OR AS NOTED ON (see Section R802.5.2 and Table R802.5.2 3-lUd box(3"x 0.128'�;or layers And: DRAWINGS. TABLE R507.9.1.3(2) 3-3"x 0.131"nails 2-20d common 4"x 0.192 or 4-I Od box(3"x 0.l28'�;or ( )= Q PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS Collar tie to rafter,face nail or 1/,,' x 2U ga,ridge strap to 3-lOd box 3"x 0.128" or Face nail at ends and at each splice LLI 5 3-1Od common(3"x 0.148');or Face nail each railer 3-10d box(3"x 0.1281;or ( ): CD 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS rafter 4-3"x0.131"nails 17 To lates.la satcornersandintersections 2-16dcommon 3'/ "x0.162'1,or Face nail 3-3"x0.131"nails ry ry >- 0) CONNECTORS BY SIMPSON OR APPROVED EQUAL P P p ( 2 TOP EDGE BOTTOM EDGE ENDS ROW SPACING 9. NAILING SCHEDULE SHALL BE AS PER THE RESIDENTIAL CODE OF N.Y.S. OR WFCM AS A 00 Ledger' 2 inches' !.inch 2 inches' I`/s inches" 3-16d box nails(3'/,"x 0.135');or 3-3"x 0.131 I___"nails 4-16d box(3'?2"x ,"x 0.; 2 Z U-) 3-16d continuo(3'/2"x 0.162");Or iy _J � LO 3-I Od common nails(3"x 0.148'); 2 toe nails on one side and I toe nail 3-$d box(2'J2"x O.l li');or 28 Ledger strip supporting joists or rafters „, At each joist or rafter,face Hai] MINIMUM. ALL 2x6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL PLATE. ALL NAILS SHALL Band Joist' /,inch 2 inches 2 inches' 1%inches" t " 4-1Od box(3"x 0.12$ ),Or W _W W' BE GALVANIZED. 6 Rafter or roof truss to plate or on opposite side of each rafter or 2-8d common(2 11,"x 0.13 1');or For Sl:1rnch=^_S.4 min. 18 1"brace t0 each stud and plate Face nail ' x O 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 0 4" O.C. EXTERIOR EDGES. a.Iae screws or halts shall be staggered from the top to the bottom along the horizontal inn of the deck ledger in accordance with Figure R507.9.1 3(1). 4-1 Od box(3"x 0.128');or truss' 2-1 Od box(3"x 0.128");or 4-3 0.131 'nails = Li b.Maximum 5 inches. 4-3"x 0.131"nails T THE PLATE AND STUD WITH GALVANIZED c.For engineered rim p,ists,the manufacturer's recommendations shill govern. 2 staples 1'?q" 2-1 Od box.13 x 0.r 2-3 x .13 common -`- < 29 Bridging or blocking to,joist , Each end,toe nail I � l- 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO 4-16d(3"12 x 0.135' :or 1 "x (2'/, x 0.131';or 2-3' x 0.131. )nails Qir r. • 5 i• d.The minimum distance from bottom mw of lag screws nr bolts to the top edge of the ledger:hall tx in accordance with Figure R.07.9.1.3U). 3-$d box(2/2' 0.1 l3')'Or O / ` J O HURRICANE TYPE CONNECTORS EIY SIMPSON OR APPROVED EQUAL. FOR TIMBER PILE 3-I Od common(3"x 0.148');or ' V FOUNDATIONS, PROVIDE HURRICANE CUPS AT ALL PERIMETER JOIST TO GIRDER Toe nail 2-8d cannon(2/2 x 0.131"};or SPACING OF FASTENERS 4-1 Od box(3"x 0.128�;or 19 1 x 6"sheathing to each bearing Face nail DESCRIPTION NUMBER AND � O Z CD CONNECTIONS. 2-lOd box(3' x 0.128'�;Or ITEM Intermediate 7 Roafraticrs to ridge,valley or hip rafters or roof rafter 4-3"x O.131"nails r , 3,"'lUn OF BUILDING ELEMENTS TYPE OF FASTENER' ` Edges a SUpp01tS°' 00 2 staples, 1 crown,16 ga,, 1 '4 g (inches) �/ (0 12. ALL PRE-ENGINEERED LUMBER SHALL BE MANUFACTURED BY TRUS JOIST MACMILLAN to minimum 2"rid a beam (Inches) to TJI-SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL AS PER MANUFACTURERS g 3-I6d box 3'i2"x 0.135");or 3-8d box(2'/2"x 0.1131,or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing � Q z IN 2 ROWS 2-I6d common(3'("x 0.162");or 1 n RECOMMENDATION. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING 2 End nail 3-8d common(2/, x 0,131");or [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] � < W POINTS AT A MINIMUM. A SINGLE: 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 3-IOdbox(3"x 0.128'1;or 3-10d box(3"x 0.128');or PERIMETERS. HANDLING, STORAGE AND ERECTION OF COMPONENTS SHALL BE AS PER - 3-3"x 0.131"nails 3.„ 6d common(2 x 0.113)nail(subfloor,wall) 5.5"MIN.FOR 2 X 8` `DISTANCE SHALL BE PERMITTED TO 3 staples,I'crown,16 ga.,1 /q Ion-, 30 3/"-'/," 8d common ' " r MANUFACTURERS RECOMMENDATIONS. ® ® 6 5"MIN,FOR 2 X 10 BE REDUCED TO4.5"IF LAG SCREWS s (2?, x 0.131'�nail(roof);or RSR5- 6 12 ' 5"MAX 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS wan 20 1"x 8"and wider sheathing to each beating Wider than 1"x 8" Face nail 01 (2'/s"x 0.113")nail(roofy 13. ALL BUILT-UP HEADERS AND GIRDERS WIDER THAN 3 1/2" TO HAVE 2 ROWS OF 1/2"0 ® ® ® ® REDUCED TO THAT OF LAG SCREWS 16d common 3'/,"x 0.162'1 24'^ox.face nail t rr ( 4-8d box(2/2 x 0.113),or 8d common nail(2'i "x 0.131";or RSRS-01; ' GALVANIZED CARRIAGE BOLTS 0 12" O.C., ALL BUILT-UP HEADERS AND GIRDERS 3 1/2" TO ATTACH 2 X a LEDGERS TO 2 X 8 31 '�/ "-]" 2 ) 6 121 BAND JOISTS. $ Stud t0 stud(not at braced wall panels) 10d box 3"x 0.128` or 3-8d common(21/2"x 0.131');or �z r"x WIDE OR LESS TO HAVE 3 R01N�i OF 16D COMMON GALV. NAILS 0 12" O.C. z•MIN. � ( �� LEDGER/ LAG SCREW OR BOLT 3(4"MIN. 3"x 0.131"nails 16'"o.c.face nail 3-1 Od box(3"x 0.128');or I Od non O nail(roofy 9' or 14. FLITCHED GIRDERS SHALL BE CONNECTED W/ (2) ROWS OF 1/2"0 GALVANIZED CARRIAGE ; " I 1 IOd common(3") deform nail;l BOLTS 0 16' O.C. I6d box(3'I2"x U.135");or 12"'o.c.face nail 4 staples, 1 'crown,16 ga., 1 /q long 32 1,h"-I /q" 8d(2'i2"x 0.131'�deformed nail 6 12 For S1:1 inch=25.4 mm. 9 Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nails Floor s 15. 4x4 POST & 4x6 POST SHALL MEAN 3-2x4 & 3-2x6 RESPECTIVELY, OTHER POSTS 0 FIGURE R507.9.1.3(1) (at braced wall panels) 1 I „ Other wall sheathing _ PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 16d common(3/2 x 0.1621 16 ox,face nail 4-8d box(2"2 x 0.113') or 1'/,"gah'anized roofing '/ "head HEADERS SHALL BE 2-2x4 OR 2-2x6. l 3-8d common(21T x 0.131');or 1/2"structural cellulosic fiberboard ,, „ g 16 , I6d common(3/2'x 0.162'� 16 o.c.each edge face nail 21 Joist to sill,top plate or girder Toe nail 33 diameter,or 1 ,q long 16 ga.staple with /,,"or 3 6 ' 16. ALL RAFTERS SHALL RECEIVE SIMPSON # H2A HURRICANE TIES OR EQUAL 10 Built-upheader 2 to 2'header with / 3-10d box(3 ' 0.128");or sheathing( '2"spacer) x g 1"crown 16d box 0V,"x 0.135') 12"o.c.each edge face nail 3-3"x 0.131"nails =Si "structural cellulosic 1'14"galvanized roofing nail,'/ "head diameter, 17. ALL EXTERIOR WALLS & ALL BEARING WALLS TO RECEIVE"CATS" 0 MID-SPAN. 5-8d box(2'i,"x 0.113');or 8d box(21/,"x 0.113") 4"o.c.toe nail 34 32 ,g„ g ',6 „ ,, 3 6 ' fiberboard sheathing or I �2 long I6 ga.staple with /16 or I'crown 11 Continuous header to stud 4-8d common(2'/2"x 0.131');Or Toe nail Rim•joist,band joist or blocking to sill or top $d conunon(2'/ "x 0.131'�•or , „ 4-10d box 0"x 0.128`7 22 late roof applications lications also) "" 2 I "" a 1 /2 galvanized roofing nail;staple galvanized, plate( 1 P� I Od box(3 x 0.128'�;or � 6 D.C.toe nail 35 /2 gypsum sheathing 16d common(3'/2"x 0.162') 16'"o.c.face nail 3'"x 0.131"nails 1'!2"long; )'/q"screws.Type 1A'or S 7 7 12 To ]ate to to late , " s, d 1'/q"galvanized roofing nail;staple galvanized, p P p p 1 Od box(3"x 0.12ft�,or 3-Sd box(2/Z x 0.1 13"};or 36 ,s gypsum sheathing ,J „ s�" 7 7 23 1"x 6"subfloor or less to each joist 3-lOd box x } '�;„ Face nail Wood structural panel long; ` screws,Type rl or S 12'"o.c.face nail 14 1 3 0.131"nails x s,combination subfloor underlaymertt to framing SHEAR WALL SEGMENT x {21/�" 0.131 or x 8-16d common(3'/2'"x 0.162');or (3 0.128';or 6d deibrmed(2"x 0.120")nail;or ( '/2„ , , Face nail on each side of end joint 2 staples,1 crown, 16ga.,I J long '1 n 12-I6d box 3• x 0.135�,or P 4 g 37 , and less 6 12 I3 Double top plate splice (minimuin 24"lap splice length q 't "'x RATIO LIMITS = H /L < 3�/2 RATIO LIMITS = H /L < 3,/2 12-lOdbox(3"x 0.128');or 8d common(2.2 0.131 7 nail L = SEE PLAN L = (SEE PLAN 12-3"x 0.131"nails each side of endjoint) (continued) I ( ) ) PLYWOOD LEGNTH WOOD FRAMED PLYWOOD LEGNTH WOOD FRAMED 8d common(2%/2 x 0..120'nail;or 7 n_ n WALL ASSEMBLY WALL ASSEMBLY (continued) 38 /g 1 8d deformed(2'?2"x 0.120'�Hall 6 12 39 1'/ "-I'/" lOd common(3"x 0.148")nail;or s a 8d deformed(2't_"x 0.l20'�nail 6 12 For SL 1 inch-25.4 mm,I foot-304.8 mm,1 mile per hour-0.447 m1s;I ksi-6.895 DOUBLE TOP DOUBLE TOP (C'Ontinueff) PLATE PLATE ENERGY NOTES: TYP. 2 x 6 D.F. STUDS 0 16" O.C. TYP. 2 x 6 D.F. STUDS 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. THE 5/8" CDX PLYWOOD 0 16' O.C. AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE PANEL) (WOOD STRUCTURAL .0ENERGY EFFICIENCY REQUIRED BY THIS CODE. AIR B A R B I E R & INSULATION INSTALLATION "CATS' AT MID-SPAN / r) 00 SOLID BLOCKING 0 SEAMS 2. ATTIC OR CRAWL. SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION 11 3 FLOOR & ROOF DIAPHRAGM ON THE SURROUNDING SURFACES. AS PER 2020 E.C.C. OF N.Y.S. TABLE R402.4.1.1 II a = 3. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE = 3 "CATS" AT MID-SPAN / BRACING DETAIL: CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA SOLID BLOCKING 0 SEAMS 0 8d COMMON NAILS 0 4" O.C. EDGE COMPONENTS AND VERIFY COMPLIANCE. A CONTINUOUS AIR BARRIER SHALL BE AND 12' O.C. FIELD MIN. INSTALLED IN THE BUILDING ENVELOPE. 8d COMMON NAILS 0 4" O.C. EDGE o 4. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 0 3" OR GREATER IN THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE AND 12" O.C. FIELD MIN. >_ BOTTOM DIAMETER, AND R-6 0 DUCTS LESS THAN 3` IN DIAMETER. GENERAL CONTINUOUS AIR BARRIER. USED AS A SEAUNG MATERIAL REQUIREMENTS PLATE BREAKS OR JOINTS IN THE AIR BARRIER SHALL X RIDGE 5. DUCT SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BE SEALED. BOTTOM THE AIR BARRIER IN ANY DROPPED PLATE OVER 6. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. CEILING/SOFFIT SHALL BE DRONED WITH THE SILL PLATE �- - - BOX BM. /RIM JST. INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED BLOCKING J 7. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. / CEILING/SOFFIT SHALL BE ALIGNED WITH THE CORNER CEILING ATTIC SHALL BE SEALED. tO HOEDOWN 2 BAYS BACK J ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE AIR BARRIER, r LOCATION 0 48" O.C. < 8. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS > 105 F DEGREES OR < 55F DEGREES SHALL BE INSULATED WITH WALL DOORS TO UNCONDITIONED ATTIC SPACES W CORNER IDI P.C. FOUNDATION WALL w 5/8" CDX PLYWOOD SHALL BE SEALED. (R-18) HOEDOWN Ipl w SHEATHING (WOOD STRUCTURAL R-3 MINIMUM. STRAP TIE 1 - STORY v= PANEL) 9. MECHANICAL VENTILATION - SHALL MEET THE REQUIREMENTS OR THE RESIDENTIAL CODE OR MECHANICAL CODE. - ATTIC CAVITIES WITHIN CORNERS AND HEADERS OF FRAME 10 Ld THE JUNCTION OF THE FOUNDATION AND SILL WALLS SHALL BE INSULATED BY COMPLETELY FILLING "CATS' AT MID-SPAN / 10. EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A PLATE SHALL BE SEALED. THE CAVITY WITH A MATERIAL HAVING A THERMAL Q THIRD PARTY HERS RATER. THE JUNCTION OF THE TOP PLATE AND THE RESISTANCE OF R-3 PER INCH MINIMUM. 11..SSHEATH'NG AS PART OF SHEARWALL SEGMENT WFitl2E NOTED SOLID BLOCKING O SEAMS WALLS TOP OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP 11. LIGHTING - A MINIMUM OF 75 OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY LAMPS KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN W < In PLATE OR ADAQUATELY BLOCKED AT JOINTS. (R-18) SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT 2. HOLDONINS REQUIRED AT ALL CORNERS OF STRUCTURE, SEE 12. ALL HVAC, PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE RESIDENTIAL CODE CHAPTER 11 ENERGY EFFICIENCY, WITH THE AIR BARRIER. W DETAILS ON PLANS. CEILING MECHANICAL CODE, ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO z V- 3. REFER TO THE NAILING AND STRAPPING DETAILS FOR A JOISTS SUBMIT IN DETAIL THE DESIGN, CALCULATIONS DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL. AIR CONDITIONING, TH CONT1NUIOUS LOAD PATH. E SPACE BETWEEN WINDOW OOR JAMBS WINDOWS, SKYLIGHTS AND W 2 - STORY VENTILATION. HEATING SYSTEMS (NEW, EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY DOORS AND FRAMING, AND SKYLIGHTS AND FRAMING THE OWNER OR BUILDING DEPT. SHALL BE SEALED. i ) FIRST / SECOND FLOOR 13. ADDITIONS, ALTERATIONS OR RENOVATION: SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CODE, UNALTERED RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. W FLOOR FRAMING CAVITY INSULATION SHALL BE 14. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN INSTALLED TO MAINTAIN PERMANENT CONTACT WITH 0 ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. THE (UNDERSIDE OF SUBFLOOR DECKING, OR FLOOR FLOORS (INCLUDING ABOVE FRAMING CAVITY INSULATION SHALL BE PERMITTED TO Z GARAGE AND CANTILEVERED THE AIR BARRIER SHALL BE INSTALLED AT ANY BE IN CONTACT WITH THE TOP SIDE OF SHEATHING, �- z 15. ALL EXTERIOR WALL / FLOOR / CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE EXPOSED EDGE OF INSULATION. OR CONTINUOUS INSULATION INSTALLED ON THE FI OORS) BLOCKING R402.4,1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM c) In LL I 2 BAYS BACK GYPSUM WALL BOARD. THE (BOTTOM TO THE TOP OF ALL PERIMETER FLOOR 0 48" D.C. FRAMING MEMBERS. 0 In 0:� U (_0 0 EXPOSED EARTH IN UNVENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, E)(CEPTION: CRAWL SPACE WALLS SHALL BE COVERED WITH A CLASS 1 VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED TO WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED RETARDER WITH OVERLAPPING JOINTS TAPED. THE CRAWLSPACE WALLS. TO BRACE THE GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED, ADDITIONAL ROOF DIAPHRAGM BLOCKING THERMAL f MOISTURE PROTECTION NOTES: DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE IS NOT REQUIRED. SHAFTS, PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. 1. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN: AMERICAN SOCIETY OF HEATING, BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, REFRIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS. NARROW CAVITIES OR NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY 2. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH ' ARCHITECTURAL SHEET METAL MANUAL" BY SMACNA. CONFORMS TO THE AVAILABLE CAVITY SPACE. 2 x 1C R.R.'S MANUFACTURED THIN-PROFILE ATTIC VENTILATION 3. ALUMINUM FLASHING SHALL CONFORM TO ASTM B 209, AND BE MINIMUM 0.016" THICK STANDARD BUILDING SHEET OF PLAIN FINISH. GARAGE SEPARATION AIR SEAUNG SHALL BE PROVIDED BETWEEN THE BAFFLE ® EACH RAFTER BAY FULL WIDTH TO GARAGE AND CONDITIONED SPACES. ® 16" O.C. ( ) 4. INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES SHALL BE FIBERGLASS BATTS, SIZE AS INDICATED ON PROVIDE CONTINUOUS AIR FLOW TO RIDGE VENT TYPICAL SPRAY DRAWINGS. WITH A KRAFT PAPER BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND WINDOWS AND DOORS WITH RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE TYP. INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND INSTALLED IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL RECESSED LIGHTING THE BUILDING THERMAL ENVELOPE SHALL BE BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT INSULATION VALUES: CODE AND THE 2016 ENERGY CODE SUPPLIMENT OF NEW YORK STATE. SEALED TO THE FINISHED SURFACE. AND IC RATED. p� CDX PLYDOOD SHEATHING 5. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH A MINIMUM OF ONE LAYER OF 15# WATERPROOF Cv OPEN CELL SPRAY FOAM = R-3.5 / 1' BUILDING PAPER. BATT INSULATION SHALL BE CUT NEATLY TO FIT 4,, CLOSED CLOSED CELL SPRAY FOAM = R-7.5 / 1" AROUND WIRING AND PLUMBING IN EXTERIOR WALLS, 3 Q / �\ V " MIN. CLOSED 6. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/2" GYPSUM WALLBOARD EXCEPT AS INDICATED OTHERWISE ON DRAWINGS. PLUMBING AND WIRING OR INSULATIOFORMS N THAT ON INSTAL SPACE ATION READILY SHAL EXTEND USE WATERPROOF TYPE IN AREAS OF MOISTURE. CELL SPRAY FOAM BEHIND PIPING AND WIRING. Q INSULATION (R-7 / 1") (n " 7. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO SIZED, THE AIR BARRIER INSTALLED AT EXTERIOR X 3 = R-21 CONSTRUCTED, TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY OF INJURY TO SHOWER / TUB ON EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS J AT TOP OF PLATE PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. WALL SHALL SEPARATE THE WALL FROM THE SHOWER SHALL BE INSULATED. OR TUB. 8. GALVANIZED STEEL FLASHING SHALL CONFORM TO ASTM A 526, 0.20 COPPER, 26 GAGE (0.0179): ASTM A525, DESIGNATION G 90 Q \ SOLID BLOCKING 1/2" SHEETROCK 2 x 4 INTERIOR WALL HOT-DIP GALVANIZED, MILL PHOSPAHTIZED. ELECTRICAL/PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND �- BETWEEN ROOF EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR - RAFTERS TYP. 9. BACKPAINT FLASHING WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTITIOUS MATERIALS OR DISSIMILAR AIR-SEALED BOXES SHALL BE INSTALLED. W " - 2 x 8 BACKING STUD TO METAL. Q HVAC REGISTER BOOTS THAT PENETRATE PROVIDE NAILING AND 10. PROVIDE AND INSTALL FLASHING AT ALL ROOF TO WALL CONDITIONS, PROJECTIONS OF WOOD THROUGH EXTERIOR WALLS, EXTERIOR HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED C.J.'S SPACE FOR INSULATION OPENINGS, AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. TO THE SUBFLOOR OR DRYWALL " R-21 HIGH-DENSITY ® 16 O.C. FIBERGLASS INSULATION 11. INSTALL TYPE 15 FELT( PER "UL" STANDARD SPEC 55A REV. OCT 1975) UNDER EXTERIOR TRIM. APPLY SO AS TO FORM A Ld n ii u BATT ® WALL CAVITY WATERTIGHT MEMBRANE. OVERLAP EACH COURSE BELOW 2 IN. MINIMUM AT HORIZONTAL JOINTS AND 6 IN. MINIMUM AT VERTICAL SEE AIR - SEAL DETAILS ON THIS SHEET Z JOINTS. O 12. PROVIDE GAF 'WEATHERWATCH" OR EQUAL AT MIN 12 IN. WIDE AROUND ALL DOOR AND WINDOW OPENINGS TO A HEIGHT OF 12 IN. Z ABOVE AND BELOW ALL TRIM.X 77 Z W R-30 FIBERGLASS --- -------- iv o 13. THE MINIMUM REQUIRED NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE SPACE TO BE VENTILATED, EXCEPT � ` / �� G, �'/\, I- J INSULATION BATT \� N (.? ,'�' _ °;'� `� '' Q THAT THE MINIMUM REQUIRED AREA SHALL BE REDUCED TO 1/300 WHERE AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING Q 0 ~ I AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE !/' ' "S } 1` \ U Ln EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. I v ,I ... ••, ?� L �' O Z to 1/2" SHEETROCK VENTED SOFFIT TYP. tt t r R-21 HIGH-DENSITY 2 x 6 WALL STUDS / CAULK ADHESIVE OR g3 �� FIBERGLASS INSULATION ® 16" O.C. TYP. -i-,,j) ` 2 2- 2 7 BATT 0 WALL CAVITY SEALANT ® ALL JOINTS AT INSULATION & VENTILATION NOTES: EXTERIOR WALL PLATES & SHEATHING TYP. 1/2" CDX PLYDOOD SHEATHING 1. THIS PROJECT HAS BEEN DESIGNED TO MEET THE UPDATED ENERGY CODE. THERE SHALL BE NO DEVIATION IN STATED VALUES OF IRAWN ALL INSULATION MEMBERS INDICATED IN THESE DRAWINGS. 2. ALL PENETRATIONS THROUGH FLOORS AND RIM BOARDS FOR ELECTRICAL AND MECHANICAL/ PLUMBING ACCESS ARE TO BE FILLED PAC COMPLETELY WITH FIRE CAULK SEALANT AFTER WORK HAS COMPLETED. INSULATEDC E L I N G CAVITY DETAIL E X TE R I 0 R INSULATED PERPENDICULAR 3. ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED COMPLETELY WITH INSULATION SPECIFICALLY DESIGNED DATE WINDOW AND DOOR USE. ® AS PER OWNER 5/8/25 PAC 1 1/2"=1'-0" 11 9 22 WALL INTERSECTION DETAIL 4. SET ALL DOOR UNITS IN DOOR PANS WITH SEALANT AS PER INSTALLATION GUIDEUNES PROVIDED BY MANUFACTURER. / / 5 INSTALL INSULATION RIDGE BAFFLES AT ALL VAULTED CEILINGS AND AT RAFTER BAY ENDS NEAR TOP PLATE TO PROVIDE UNINTERUPTEDAIRF 0 AS PER OWNER 5/14/24 PAC SHEET 6. RIDGE VENTS AS INDICATED ARE TO BE SHINGLE VENT AS MANUFACTURED BY "AIR VENT'. 7. ATTIC PULL-DOWN STAIR TO BE INSULATED OR HAVE AN INSULATED TENT ENCLOSURE. FOR BIDS 5/24/23 PAC 9 r' 10 FOR H.E.R.S. 4/3/23 PAC 11 I i EMAIL: ICE SHIELD FROM EAVE'S EDGE TO A POINT AT \ info�cgarten.com LEAST 24" INSIDE THE EXTERIOR WALL LINE ��7� �2 1 SINGLE PORTAL SYSTEM BEAM SPLICE OTHERS DRAG TIE ACROSS BEAM SPLICE BY OF BUILDING (SEE R905.2.7) 1 � I I DOUBLE PORTAL SYSTEM SEE PLAN FOR BATT INSULATION R-VALUE \ ROOFING AS NOTED 15# BUILDING FELT HEADER SIZE SHOULD BE WALL I I :- -•. SEE PLAN FOR SIZE ROOF RAFTERS ® 16" O.C. � I/� THICKNESS X 12" MIN. DEPTH °• � •'� � � HEADER SIZE SHOULD BE WALL SIMPSON CS20 EACH RAFTER 1 I LSTA24 STRAP(MIN) ` THICKNESS X 12" MIN. DEPTH I \1 z CONNECTOR WITH 4 8D \ AT BEAM TO POST is F— ( ) (2N' 12COMMON NAILS /' \ I 18 TAgd NAILS I (SEE WFCM TABLE A-3.4 / 8' MIN. 16'4" MAX 8' MIN. 16'4" MAX 1/2" PLYWOOD SHEATHING Q W r\ / (3)-LTP4 AT SUPPORT POST TO I I CONTINUOUS VENTED SOFFIT \ STRONG-WALL POST I \ E o z 00 2 x6 DOUBLE TOP PLATE � / _ '� I� W � LO w o 1 x 6 FASCIA \�� /� HEADER SUPPORT POST 1 \ 1 n = = Y a- L0 1/2" ROOF FASTENING ZONES FOR WIND UPLIFT f11 BY OTHERS :: \ I/�11 I ,/ O Qc G.W.B. ( CJ / // _ �_ U o M SIDING PER OWNER / COLUMN BASE VARRIES 15# BUILDING FELT OR "TYVEK" HOUSE WRAP BY OTHERS _ _ _ t+ ,t t` tit f— (0 z co titi ss tt tt � Cn 1/2" PLYWOOD SHEATHING w 13 ROOF SHEATHING FASTENING SCHEDULE c� PANEL ROOF FASTENING ZONE REGION NAILS LOCATION(a) 1 2 3 HIGH WIND 8d PANEL EDGES 6 6 4(b) ( 12 SINGLE AND DOUBLE PORTAL ASSEMBLY � / = UPLIFT COMMON PANEL FIELD 6 6 6(b) SCALE: 1" 1'-0" (a). EDGE SPACING ALSO APPLIES OVER ROOF FRAMING 2"x6" WOOD STUDS ® 16" O.C. AT GABLE END WALLS R-19 BATT INSULATION. (b). USE 8d RING SHANK NAILS IN THIS ZONE IF MEAN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° o 0 SEE AIR SEAL DETAILS FOR ADDITIONAL NOTES AT GABLE END WALLS 0 a ° ° o ° ' 0 a a a 0 0 0 0 0 ' o 0 0 0 0 0 0 o 0 0 0 0 //--- D o 0 0 0 CONTINUOUS 2"x6" SILL PLATE Q ° a ° o 0 13 LTS12-1 ! ` 0 0 0 ° ° ° ° a 0 3 O O O O O O O O O O O O O O 12-1Od NAILS 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 o a o LSTA21 ° E 16-10d NAILS 0 0 0 0 0 a C 0 0 0 0 0 0 B a 0 0 0 GOOF SHINGLE NAILING PATTERN 0 0 1 1 FOR HIGH WIND 5 6 / 0 0 0 0 0 0 0 0 1. (6 NAILS PER SHINGLE 2. (1�NAIL ON EACH END 1" IN FROM THE EDGE �- W & (1) ON EACH SIDE OF THE CUTOUT H4 DNA L L SHEATHING NAILING PATTERN 4-8d NAIL / SIMPSON STRONG TIE HTT22 & LSTA 21 1. SHEATHING TO BE INSTALLED WITH 6d NAILS W Q In • s LTP4 2. INSTALL PLYWOOD VERTICALLY AT ALL CORNERS 0 W 0-) NAILING & STRAPPING AT .•.•. . / 3. SPACE NAILS ® 6" O.C. AT PLYWOOD EDGES Z SILL SEALER AND TERMITE SHEILD 4. SPACE NAILS ® 12" O.C. VERTICALLY IN PLYWOOD FIELD W 5/8" STEEL ANCHOR BOLTS EXTERIOR WINDOW/DOOR HEADERS _ _ >— MAX. 3'-0" O.C. BASEMENT (SEE WFCM TABLE 3.2B & 3.2C) AILING SCHEDULE •• •• ' •' w � z EXTEND BOLTS MIN. 7" INTO FD�N N B SEE DETAIL #6 `•' • ° 0 WITH TIGHTENED NUT & 3 X 3 WASHERS NOTATION z TO EACH BOLT ROUGH A B C D E F PAGE D-1 z OPENING •f ' VAPOR BARRIER — r � � W 2'-0" 2 (1) 2X4 1 1 1 1 ••' : 0 Lo ry 8" POURED CONCRETE ' ' ••• TABLE A— 3. 6 U Q0 0 FOUNDATION WALL ON 10" x 20" 4'-0" 4 (1) 2X4 2 2 2 2 ` ROOF PITCH ROOF SPAN 8D NAILS EA. END 1 1/4"X20 GA FOR 1130 MPH POURED CONCRETE FOOTING 6'-0" 6 (2) 2X4 OR (1) 2X6 3 3 3 3 CONTINUOUS 2"x4" KEYWAY 8'-0" 8 (2) 2X4 OR (1) 2X6 3 3 3 3 3:12 UP TO 12:12 12' — 36' 4 CONTINUOUS POURED CONCRETE FOOTING 10'-0" 10 (2) 2X6 4 4 4 4 13VEADER ANCHORAGE DETAIL 3'-0" BELOW GRADE (MIN) 1 / SIMPSON STRONG TIE HTT22 & LSTA 21 d 12'-O" 12 (2) 2X6 5 5 5 5 4 0 4" 20 GA GALVANIZED STEEL A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS 1 1/ B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) STRAPPING TO ATTACH C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER ROOF RAFTER TO RIDGE WITH (4) 8D TYPICAL WALL S E C TI 0 N D. NUMBER OF 16D NAILS END-NAILED THRU ADJACENT KING STUD TO COMMON NAILS 8 END OF HEADER AT EACH SIDE © EACH SIDE OF STRAP E. NUMBER OF JACK SCALE: 1" = 1'-0" SEE WFCM FIGURE 2.2C STUDS F. NUMBER OF 16D NAILS ENDT EACH NAILEDEND OF THROUGHEADERS A ADJACENT JACKD DBL STUDSH S) (SEE WFCM TABLE A-3. TO END OF SILLS AT EACH SIDE(DOES NOT APPLY TO DOORS) RAFTER TO RIDGE TIE 1 =' HD Q INSTALL WASHER --- HERE, TYPICAL I W STUDS u Use every other nail hole CUT °• �ermD+ in a row to provide the LENGTH W II code—required minimum END z II FLOOR center—to—center LENGTH 12" MIN. TYP. O II JOIST TB2�son Strong-Tie spacing for nails O (n II z W II ll FLOOR JOISTS BRACING 00 Q 0 rr!'•;: 4 � _ Q U SIMPSON CS 20 GALVANIZED STEEL STRAPPING WRAPPED SIMPSON STRONG-TIE TB27 (3) 8D COMMON NAILS CLEAR y� V) UNDER MUD SILL TYPICAL AT EACH STUD. ALL SPAN STRAPPING TO BEAR A MINIMUM OF 12" ON STUD SURFACE \ P EACH SIDE OF STRAP / ';'• `� _� '`> ° PER W.F.C.M. TABLE A-3.4 FASTEN ® EACH END OF STUD W/ 3 8-D NAILS THREADED __ NSTALL '°REW ++:'q'S; ; AS PER W.F.C.M. TABLE A-3.4 ROD HD WASHERS ;t. :., -- — r ;� CONE 4'MD+' fle wn) I ui;J U ! r i Simpson Strong Tie �� ""�'" H-. 2 2— 2 7 ASSEMBLY TO FOUNDATION S ORY TO STORY HD2 Slnpson Strong-Tle END@ILQgR�,LL T 12" MIN. TYP. HOLD DOWN ANCHORS Rim Joist Provide stni a a° LENGTH Rim Joist Installation 8 � '�' �5end distance �lmpson Equal number of ��, _-' _kPAC SIMPSON STRONG-TIE HD specified nails Strong-TieC) -�<{'�'� 6 CORNER HOLD DOWN ANCHORS in each end CS Coiled Strap DATE SIMPSON STRONG-TIE 11 /9 /2 2 STUD TO STUD C 0 N N E CTI�ON ® AS PER OWNER 5/8/25 PAC 3 SIMPSON STRONG-TIE CS 0 AS PER OWNER 5/14/24 PAC SHEET# µ FOR BIDS 5/24/23 PAC 10 10 FOR H.E.R.S. 4/3/23 PAC 11 i s LINE OF 35.0' MAX. BLDG. HEIGHT —� ® AS PER OWNER 5/8/25 PAC EMAIL: - - - - - _ - - _ _ _ _ _. —. - - - - - - - \ info@cgarten.com AS PER OWNER 5/14/24 PAC \ FOR BIDS 5/24/23 PAC / 1 � ---- \ 1 FOR H.E.R.S. / 2 1. 4 d 4/3/23 PAC / \ 2 y < WQ7 P- o z ao `,j o LW o I EX. _ = Y a r H2. CG)° °RL TOP OF I AVERAGE < SUB-FL EL GRADE Q 27.5' EL 27.65' U o — _ I— o z (D 00 � CDc~n EX. ' — I 5 Q AVERAGE _ — — +- -TT I I I = Q w I ._ -- 1 GRADE I — — ___-_ I I 11 I I I I I U EL 20.88' ____ — -- - - - _ I I 11 I I I I I I LINE OF APPROX. LI — 50.0' AVG. EX GRADE. — — — HL — �, I I— - - � � - - - - - - - - PROPOSED - - - - - - - - - - - - - L- - - - - - = - - - - - - - ' - - — = LINE OF 35.0' MAX. BLDG. HEIGHT L1- - - - - - - - - - - - - - —Z- 1 - - - - - - - 1- - - - - - - - -I- - - - - - - - L �- - - — — — PROPOSED FRONT ELEVATION / - 1/8"=1'-0" (NORTH) / \ 12 12 12 / ,.-G. FLYING / GABLE 4 ^ / 12 I�ILLJ 4 fOP OF!UB-FL 1 cw 1m Ni I MW]1611 I _ TOP OF o o SUB-FL. EL 27.5' EX. AVERAGE ' goo �o MP OF"'�' — AVERAGE GRADE MT/, GM„/ UHR/3 ( GRADE EL 24 1 1 Ir �l EL_24.53' - I - - - - - - - - -r- -1-- - I I - - - I711�C- 11 rl I I I _ PROPOS 1 I I I MP II I I I �- — LINE OF 35_0' MAX. BLDG. HEIGHT 24.2S'ED 1 I I L �J I I / I �- — I I _ 1 r 61.0' I / --� —L � — — — —_ ,�— —— _ � - �• PROPOSED / \ Lij RIGHT SIDE ELEVATION > / \ 1/8"=11-0" (WEST) 0 / \ wQL) zwrn 1 r n Lli CXl J3-3 \ z ~ _ � z o Lc) w o.H. U c-0 h \ O Ln EX. I O i CX 3 W 11 CX21 O PWG 80611-R /PFGP 1ID61, AVERAGE I TOP OF LX24 GRADE SUB-FL. EL EL 27.65' _ 27.5' ,OP OF Sus-fL --- o I I o I EX. I I I I I all AVERAGE _ I Il II I I 1 �T IT I— -- — — — — — — — _ — IIIIIIIEL_20.88' 50.0' _ - - - -T- - - - - �- III I I LJ II I _.-i 11 I PROPOSED ( �— �— rrj 1 I LINE OF APPROX. I I- �I — I L�( 70�,F AVG. EX. GRADE —I- - - - - - - — - - - - - - LI� L - - - - - - - - - -i — �� - - - - 5 44.75' Z PROPOSED 0 LINE OF 35.0' MAX. BLDG. HEIGHT Q REAR ELEVATION - - > - - - - - - - - - - - - - - - - - - - LLJ 1/8"=1'-0" (SOUTH) LLJ G f Q 0 Q 0. FEIN \ W / \ Q Q IZ — — — \ o / - 4 _,_G• \ I / OH EEH ® EEE I 22- 27 Io TOP OF /°� ® � I EX. I o SUB-FL. 27.5' EL GH. ® ® o I EX. AVERAGE ® �� AVERAGE P A C GRADE I I GRADE EL 24.53 EL 24.2' DATE I _ - - - - _�- I I I 4/22/24— - r — - - - - - - - 1 _ — J r 61.0' 1 - �r� - J H r - -L I SHEET# _ _ _ _ _ F— PROPOSED l_ T= - �— — — — — — — — J 24.25' 11 — — J PROPOSED LEFT SIDE ELEVATION (EAST) 1